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HomeMy WebLinkAboutLeg 23 - TRUSS DETAILS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. May 23,2019 Liu, Xuegang Pages or sheets covered by this seal: I37189736 thru I37189800 My license renewal date for the state of Indiana is July 31, 2020. 15233 Parkhill Model 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. 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH01 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189736 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:31 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-l6nRlKc25dhqzIQEf6OvVVZl8S8lIDnXm0H?2BzDeIA Scale = 1:88.1 12 3 4 5 6 7 8 9 10 1112 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4x6 6x6 3x6 6x6 4x6 4x8 3x6 2x4 3x6 3x6 3x6 3x6 2x4 10x12 10x124x8 4x8 9-11-11 9-11-11 19-7-14 9-8-3 29-4-2 9-8-3 39-0-5 9-8-3 49-0-0 9-11-11 -1-0-0 1-0-0 8-0-0 8-0-0 16-0-0 8-0-0 24-6-0 8-6-0 33-0-0 8-6-0 41-0-0 8-0-0 49-0-0 8-0-0 50-0-0 1-0-0 0-7-1211-1-1511-3-120-7-1211-1-158.00 12 Plate Offsets (X,Y)-- [2:0-3-6,Edge], [2:0-5-7,0-2-2], [4:0-3-0,Edge], [5:0-2-6,Edge], [8:0-2-6,Edge], [9:0-3-0,Edge], [11:0-5-7,0-2-2], [11:0-4-13,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.98 0.94 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.67 0.20 (loc) 13-15 13-15 11 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,5-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-19,10-13: 2x4 SPF Stud WEDGE Left: 2x10 SP No.2, Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 6-17, 6-15 REACTIONS. (lb/size) 2=2275/0-5-8, 11=2275/0-3-8 (req. 0-3-11) Max Horz 2=-218(LC 8) Max Uplift 2=-6(LC 10), 11=-6(LC 11) Max Grav 2=2332(LC 2), 11=2332(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3486/208, 3-5=-3336/304, 5-6=-2550/260, 6-8=-2549/259, 8-10=-3336/304, 10-11=-3485/208 BOT CHORD 2-19=-49/2818, 17-19=-8/2319, 15-17=0/2678, 13-15=0/2319, 11-13=-49/2794 WEBS 3-19=-448/239, 5-19=-133/862, 5-17=-55/734, 6-17=-381/183, 6-15=-381/183, 8-15=-55/733, 8-13=-133/861, 10-13=-447/239 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 9-0-14, Exterior(2) 9-0-14 to 22-11-2 , Interior(1) 22-11-2 to 26-0-14, Exterior(2) 26-0-14 to 39-11-2, Interior(1) 39-11-2 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 0%, joint 11 = 0%, joint 2 = 0%, joint 11 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 11. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH02 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189737 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-DILqygcgrwphbS?QDpv82j5_jsU_1boh?g1YbdzDeI9 Scale = 1:94.1 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 24 23 22 21 20 19 18 17 25 26 27 28 29 30 31 32 33 34 3x6 5x6 3x6 6x6 3x6 3x4 3x4 6x10 3x4 3x43x6 4x6 3x6 6x10 4x8 6x6 6x10 3x6 5x9 4x6 6x10 10x12 0-8-3 0-8-3 7-11-10 7-3-7 16-0-0 8-0-6 23-6-0 7-6-0 31-0-0 7-6-0 35-0-0 4-0-0 41-10-4 6-10-4 48-3-13 6-5-9 49-0-0 0-8-3 -1-0-0 1-0-0 5-6-5 5-6-5 10-9-3 5-2-13 16-0-0 5-2-13 23-6-0 7-6-0 31-0-0 7-6-0 33-0-0 2-0-0 35-0-0 2-0-0 39-6-13 4-6-13 44-1-11 4-6-13 49-0-0 4-10-5 50-0-0 1-0-0 0-7-1211-3-120-7-121-0-011-3-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-0,0-5-11], [6:0-3-0,0-2-3], [10:0-3-12,0-2-0], [15:0-4-13,Edge], [15:0-5-11,0-0-0], [17:0-4-2,0-2-4], [19:0-4-4,0-2-12], [20:0-4-0 ,0-2-12], [23:0-3-12,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.74 0.94 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.51 0.21 (loc) 22-23 22-23 15 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 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,13-19,13-17,14-17,2-3,14-15: 2x4 SPF Stud WEDGE Left: 2x8 SP No.2, Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-11-11 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 9-20, 11-19 WEBS 1 Row at midpt 4-23, 7-23, 7-22, 7-20 REACTIONS. (lb/size) 2=2278/0-3-8 (req. 0-3-9), 15=2278/0-3-8 (req. 0-3-9) Max Horz 2=-220(LC 8) Max Uplift 2=-5(LC 10), 15=-5(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3509/196, 3-4=-3318/233, 4-6=-2765/277, 6-7=-2201/263, 7-9=-2560/273, 9-10=-2562/272, 10-11=-3190/334, 11-13=-3211/261, 13-14=-3353/222, 14-15=-3544/191 BOT CHORD 2-24=-71/2863, 23-24=-16/2526, 22-23=0/2519, 9-20=-384/106, 19-20=0/2397, 11-19=-262/110, 15-17=-74/2882 WEBS 3-24=-344/142, 4-24=-22/481, 4-23=-605/164, 6-23=-41/1105, 7-23=-561/140, 20-22=0/2418, 10-20=-134/786, 17-19=-38/2627, 13-19=-266/148, 14-17=-298/127, 10-19=-145/955 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 9-0-14, Exterior(2) 9-0-14 to 22-11-2 , Interior(1) 22-11-2 to 26-0-14, Exterior(2) 26-0-14 to 39-11-2, Interior(1) 39-11-2 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 2, 15 greater than input bearing size. 8) One RT7A USP 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH03 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189738 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 15:28:03 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-L0hTldpQCZNw1Su0n?BJHZpF422ebbEPv3MHzPzDaIg Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 17 35 36 37 38 39 40 41 42 43 3x6 3x6 6x6 5x6 5x9 6x10 8x12 5x6 4x4 4x6 8x12 2x4 5x9 3x6 3x6 2x4 5x9 3x6 2x4 6x6 3x6 3x6 4x8 6x6 6x12 MT20HS 2x4 0-10-0 0-10-0 1-10-0 1-0-0 2-3-8 0-5-8 7-1-12 4-10-4 12-11-0 5-9-4 21-10-6 8-11-6 30-11-12 9-1-6 39-9-2 8-9-6 49-0-0 9-2-14 -1-0-0 1-0-0 0-10-0 0-10-0 1-10-0 1-0-0 2-3-8 0-5-8 7-1-12 4-10-4 12-0-0 4-10-4 12-11-0 0-11-0 18-11-4 6-0-4 24-11-8 6-0-4 30-11-12 6-0-4 37-0-0 6-0-4 42-10-4 5-10-4 49-0-0 6-1-12 50-0-0 1-0-0 0-7-128-5-158-7-120-7-121-0-08-5-158.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-2], [3:0-4-12,0-3-0], [5:0-5-4,Edge], [6:0-3-5,Edge], [12:0-3-5,Edge], [21:0-4-2,0-2-0], [25:0-2-4,0-4-0], [25:0-0-8,0-3-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.92 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.74 0.34 (loc) 19-21 19-21 15 l/defl >999 >793 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 266 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 6-10,10-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-26: 2x6 SPF No.2, 3-23: 2x6 SP DSS 20-22,18-20: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 5-24,5-23,13-17,3-26,5-25,5-7: 2x4 SPF Stud, : 2x10 SP DSS 4-25: 2x8 SP No.2 SLIDER Left 2x4 SPF Stud 1-0-14, Right 2x4 SPF Stud 3-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except 2-0-0 oc purlins (2-7-10 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-1-6 oc bracing: 24-25 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 8-23, 8-21, 9-21, 9-19, 11-19, 5-7 REACTIONS. (lb/size) 2=2271/0-3-8 (req. 0-3-9), 15=2275/0-3-8 (req. 0-3-9) Max Horz 2=-166(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1568/70, 3-4=-5067/180, 4-35=-5076/255, 35-36=-5033/258, 5-36=-4987/276, 5-6=-609/79, 6-7=-424/95, 7-8=-2933/250, 8-9=-3255/259, 9-10=-3101/264, 10-37=-3101/264, 11-37=-3101/264, 11-12=-3103/265, 12-13=-3156/252, 13-38=-3189/219, 38-39=-3206/213, 14-39=-3294/201, 14-15=-1563/0 BOT CHORD 2-26=-98/2147, 25-26=-85/1940, 3-25=-126/3258, 24-25=-104/3500, 23-24=-104/3500, 7-23=-7/1186, 21-22=0/340, 21-40=-79/3305, 40-41=-79/3305, 20-41=-79/3305, 19-20=-79/3305, 19-42=0/2427, 18-42=0/2427, 18-43=0/2427, 17-43=0/2427, 15-17=-75/2691 WEBS 5-24=0/603, 5-23=-697/123, 21-23=-123/2953, 8-23=-560/154, 9-19=-344/95, 11-19=-465/123, 12-19=-119/1144, 12-17=-39/483, 13-17=-262/173, 3-26=-2041/99, 5-25=-119/894, 5-7=-2826/176 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 5-0-14, Exterior(2) 5-0-14 to 18-11-4, Interior(1) 18-11-4 to 30-0-14, Exterior(2) 30-0-14 to 43-11-2, Interior(1) 43-11-2 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 2, 15 greater than input bearing size. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH04 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189739 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:34 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-9hTaNMewNY3Pqm9pKExc78AIIf8_VZF_S_WffWzDeI7 Scale = 1:59.3 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 22 23 24 25 3x4 5x6 6x6 4x8 1.5x4 4x8 3x4 1.5x4 5x9 5x9 9-11-13 9-11-13 19-8-3 9-8-5 29-8-0 9-11-13 -1-0-0 1-0-0 6-7-12 6-7-12 13-0-0 6-4-4 16-8-0 3-8-0 23-0-4 6-4-4 29-8-0 6-7-12 0-7-129-1-159-3-120-7-129-1-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [5:0-3-0,0-2-3], [6:0-3-5,Edge], [8:0-2-2,0-3-7], [8:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.97 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.60 0.06 (loc) 9-11 9-11 8 l/defl >798 >591 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 *Except* 3-11,7-9: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except 2-0-0 oc purlins (5-4-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11 REACTIONS. (lb/size) 2=1447/0-3-8, 8=1593/0-3-8 Max Horz 2=175(LC 7) Max Uplift 2=-28(LC 10), 8=-14(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1970/113, 3-5=-1719/150, 5-6=-1142/166, 6-7=-1820/153, 7-8=-2237/117 BOT CHORD 2-11=-74/1541, 9-11=0/1172, 8-9=-19/1710 WEBS 3-11=-372/183, 5-11=0/600, 6-9=-37/756, 7-9=-543/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-9-1, Exterior(2) 8-9-1 to 20-10-15, Interior(1) 20-10-15 to 26-8-0, Exterior(2) 26-8-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 16, 18, 19, 20, 21 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-21=-70, 21-23=-120, 8-23=-70, 12-15=-20 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH04 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189739 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:34 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-9hTaNMewNY3Pqm9pKExc78AIIf8_VZF_S_WffWzDeI7 LOAD CASE(S) Standard 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-6=-58, 6-21=-58, 21-23=-95, 8-23=-58, 12-24=-20, 24-25=-50, 15-25=-20 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120, 2-5=-20, 5-6=-20, 6-21=-20, 21-23=-70, 8-23=-20, 12-15=-20 18) Dead + 0.75 Snow (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=-62, 2-5=-66, 5-6=-41, 6-21=-51, 21-23=-89, 8-23=-51, 12-24=-20, 24-25=-50, 15-25=-20 Horz: 1-2=5, 2-5=8, 6-8=6 19) Dead + 0.75 Snow (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=-48, 2-5=-51, 5-6=-41, 6-21=-66, 21-23=-103, 8-23=-66, 12-24=-20, 24-25=-50, 15-25=-20 Horz: 1-2=-10, 2-5=-6, 6-8=-8 20) Dead + 0.75 Snow (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=-38, 2-5=-41, 5-6=-51, 6-21=-51, 21-23=-89, 8-23=-51, 12-24=-20, 24-25=-50, 15-25=-20 Horz: 1-2=-19, 2-5=-16, 6-8=6 21) Dead + 0.75 Snow (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=-48, 2-5=-51, 5-6=-51, 6-21=-41, 21-23=-79, 8-23=-41, 12-24=-20, 24-25=-50, 15-25=-20 Horz: 1-2=-10, 2-5=-6, 6-8=16 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH05 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189740 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:35 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-et0yaifY8rCFSwk?uySrfLjQ33V6E1D7heFDByzDeI6 Scale = 1:52.2 1 2 3 4 5 6 7 10 9 8 17 18 19 20 21 22 23 5x6 6x6 4x64x8 1.5x4 3x4 1.5x4 5x9 5x9 10-0-0 10-0-0 19-8-0 9-8-0 29-8-0 10-0-0 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 18-8-0 7-8-0 24-0-4 5-4-4 29-8-0 5-7-12 0-7-127-9-157-11-120-7-127-9-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [4:0-3-0,0-2-3], [5:0-3-5,Edge], [7:0-2-2,0-3-7], [7:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.91 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.49 0.07 (loc) 8-10 8-10 7 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,6-8: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except 2-0-0 oc purlins (3-2-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (lb/size) 2=1447/0-3-8, 7=1593/0-3-8 Max Horz 2=149(LC 7) Max Uplift 2=-17(LC 10), 7=-3(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1985/135, 3-4=-1717/144, 4-5=-1299/163, 5-6=-1834/147, 6-7=-2274/139 BOT CHORD 2-10=-56/1561, 8-10=0/1348, 7-8=-45/1760 WEBS 3-10=-293/155, 4-10=0/461, 5-8=0/603, 6-8=-464/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 6-9-1, Exterior(2) 6-9-1 to 22-10-15, Interior(1) 22-10-15 to 26-8-0, Exterior(2) 26-8-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 16, 18, 19, 20, 21 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-19=-70, 19-21=-120, 7-21=-70, 11-14=-20 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH05 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189740 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:35 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-et0yaifY8rCFSwk?uySrfLjQ33V6E1D7heFDByzDeI6 LOAD CASE(S) Standard 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-5=-58, 5-19=-57, 19-21=-95, 7-21=-58, 11-22=-20, 22-23=-50, 14-23=-20 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120, 2-4=-20, 4-5=-20, 5-19=-20, 19-21=-70, 7-21=-20, 11-14=-20 18) Dead + 0.75 Snow (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=-62, 2-4=-66, 4-5=-41, 5-19=-51, 19-21=-89, 7-21=-51, 11-22=-20, 22-23=-50, 14-23=-20 Horz: 1-2=5, 2-4=8, 5-7=6 19) Dead + 0.75 Snow (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=-48, 2-4=-51, 4-5=-41, 5-19=-66, 19-21=-103, 7-21=-66, 11-22=-20, 22-23=-50, 14-23=-20 Horz: 1-2=-10, 2-4=-6, 5-7=-8 20) Dead + 0.75 Snow (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=-38, 2-4=-41, 4-5=-51, 5-19=-51, 19-21=-89, 7-21=-51, 11-22=-20, 22-23=-50, 14-23=-20 Horz: 1-2=-19, 2-4=-16, 5-7=6 21) Dead + 0.75 Snow (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=-48, 2-4=-51, 4-5=-51, 5-19=-41, 19-21=-79, 7-21=-41, 11-22=-20, 22-23=-50, 14-23=-20 Horz: 1-2=-10, 2-4=-6, 5-7=16 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH06 Truss Type Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189741 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:36 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-64aKo2fAv9K644ICSfz4CZGcxTrFzWxHwI?mkPzDeI5 Scale = 1:88.1 12 3 4 5 6 7 8 9 10 11 1213 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 3x6 6x6 3x6 6x6 3x6 5x9 WB 3x6 2x4 4x8 2x4 3x6 3x6 3x6 2x4 10x12 6x85x9 WB 4x6 10-0-0 10-0-0 20-0-0 10-0-0 29-0-0 9-0-0 39-0-0 10-0-0 49-0-0 10-0-0 -1-0-0 1-0-0 7-1-12 7-1-12 14-0-0 6-10-4 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 41-10-4 6-10-4 49-0-0 7-1-12 50-0-0 1-0-0 0-7-129-9-159-11-120-7-129-9-158.00 12 Plate Offsets (X,Y)-- [2:0-3-6,Edge], [2:0-5-7,0-2-2], [5:0-3-5,Edge], [9:0-3-5,Edge], [12:0-2-2,0-5-7], [12:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.91 0.92 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.50 -0.82 0.20 (loc) 18-20 18-20 12 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-20,11-14: 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18. WEBS 1 Row at midpt 6-18, 8-18, 8-16 REACTIONS. (lb/size) 2=2275/0-3-8 (req. 0-3-9), 12=2275/0-3-8 (req. 0-3-9) Max Horz 2=-192(LC 8) Max Grav 2=2280(LC 2), 12=2289(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3415/215, 3-5=-3227/269, 5-6=-2865/265, 6-8=-2911/277, 8-9=-2886/265, 9-11=-3241/269, 11-12=-3428/215 BOT CHORD 2-20=-63/2740, 18-20=-49/2373, 16-18=0/2929, 14-16=0/2386, 12-14=-62/2751 WEBS 3-20=-357/201, 5-20=-65/698, 5-18=-100/926, 6-18=-530/142, 8-16=-531/197, 9-16=-100/940, 9-14=-65/693, 11-14=-357/201 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 7-0-14, Exterior(2) 7-0-14 to 21-0-3, Interior(1) 21-0-3 to 27-11-13, Exterior(2) 27-11-13 to 41-11-2, Interior(1) 41-11-2 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 4%, joint 12 = 4%, joint 2 = 4%, joint 12 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 2, 12 greater than input bearing size. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH07 Truss Type Half Hip Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189742 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-aG8i?OgogTSzhDtO0NVJlmountKpiusQ8xkJGrzDeI4 Scale = 1:58.0 1 2 3 4 5 7 6 8 12 133x4 3x4 4x8 3x6 3x6 3x6 3x4 3x6 1.5x44x8 6-4-0 6-4-0 12-4-7 6-0-8 12-8-0 0-3-9 -1-0-0 1-0-0 6-4-0 6-4-0 12-4-7 6-0-8 12-8-0 0-3-9 0-7-128-8-78-10-128-1-68.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [6:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.32 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.01 (loc) 7-11 6-7 2 l/defl >999 >999 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 *Except* 3-7: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=544/0-3-8, 2=630/0-3-8 Max Horz 2=264(LC 10) Max Uplift 6=-123(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-643/0 BOT CHORD 2-7=-113/453, 6-7=-113/453 WEBS 3-7=0/276, 3-6=-551/138 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-2-12, Exterior(2) 9-2-12 to 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT7A USP 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH08 Truss Type Half Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189743 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-2Si5DkhRRmaqJNSaZ40YH_L6DGiCRNAZNbUtoHzDeI3 Scale = 1:45.2 1 2 3 4 5 7 6 11 12 6x6 1.5x4 1.5x4 4x8 3x6 5x9 5-1-12 5-1-12 10-8-8 5-6-12 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 10-8-8 0-8-8 0-7-127-1-157-3-127-1-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [4:0-3-5,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.29 0.25 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=472/0-3-8, 2=549/0-3-8 Max Horz 2=216(LC 10) Max Uplift 6=-93(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-549/0 BOT CHORD 2-7=-96/389, 6-7=-96/389 WEBS 3-6=-448/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 5-9-1, Exterior(2) 5-9-1 to 10-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT7A USP 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH09 Truss Type Half Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189744 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-2Si5DkhRRmaqJNSaZ40YH_L_PGc_RNYZNbUtoHzDeI3 Scale = 1:36.9 1 2 3 4 6 5 10 11 12 1.5x4 1.5x4 3x4 6x6 5x9 8-0-0 8-0-0 10-8-8 2-8-8 -1-0-0 1-0-0 8-0-0 8-0-0 10-8-8 2-8-8 0-7-125-9-155-11-125-9-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [3:0-3-5,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.58 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.24 0.04 (loc) 6-9 6-9 2 l/defl >674 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=472/0-3-8, 2=549/0-3-8 Max Horz 2=175(LC 10) Max Uplift 5=-94(LC 7), 2=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-429/125 WEBS 3-6=-247/315, 3-5=-563/377 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-1, Exterior(2) 3-9-1 to 10-6-12 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH10 Truss Type Half Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189745 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:39 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-WeGTQ3i3C4ihxX1m7nXnqBu6PgtIAhGjcFDQKjzDeI2 Scale = 1:58.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 6x6 4x4 3x4 3x6 3x6 3x6 5x9 6x8 1.5x4 4x4 4x4 4x6 3x6 3x4 4x8 4x4 4x8 4x4 2-3-8 2-3-8 7-7-4 5-3-12 12-11-0 5-3-12 22-6-12 9-7-12 32-6-0 9-11-4 -1-0-0 1-0-0 2-3-8 2-3-8 10-0-0 7-8-8 12-11-0 2-11-0 19-4-3 6-5-3 25-9-5 6-5-3 32-6-0 6-8-11 0-7-127-1-157-3-127-1-151-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [3:0-6-8,0-2-7], [5:0-3-4,Edge], [7:0-2-0,Edge], [12:0-3-1,0-1-8], [15:0-2-12,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.89 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.61 0.18 (loc) 11-12 11-12 11 l/defl >999 >642 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 17-18,6-14: 2x4 SPF Stud, 3-15: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 12-15,8-15,8-12,9-12,9-11: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-11 REACTIONS. (lb/size) 11=1454/0-3-8, 2=1522/0-3-8 Max Horz 2=216(LC 10) Max Uplift 11=-93(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-20=-1760/31, 3-4=-4097/338, 4-5=-2442/139, 5-6=-1944/147, 6-8=-1940/149, 8-9=-1452/67 BOT CHORD 2-18=-162/1164, 17-18=-107/830, 3-17=-426/3184, 16-17=-480/3543, 15-16=-160/1716, 6-15=-333/110, 11-12=-86/1142 WEBS 4-16=-1659/366, 5-16=-4/521, 5-15=-109/546, 12-15=-143/1605, 8-15=-44/257, 8-12=-695/133, 9-12=0/745, 9-11=-1625/126, 4-17=-25/733, 3-18=-1073/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-5-4, Interior(1) 2-5-4 to 5-4-14, Exterior(2) 5-4-14 to 14-7-2, Interior(1) 14-7-2 to 29-1-4, Exterior(2) 29-1-4 to 32-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AH11 Truss Type Half Hip Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189746 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-S1ODrljJkhyPArB9FCZFvczWpUZfeaV03ZiXPczDeI0 Scale = 1:61.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 7x12 MT18HS 3x4 5x6 3x4 3x6 3x6 4x8 6x8 1.5x4 4x4 3x4 6x10 8x12 MT20HS 2x4 1.5x4 4x6 3x6 6x10 6x10 4x4 4x8 4x4 2-3-8 2-3-8 8-0-0 5-8-8 12-11-0 4-11-0 21-4-8 8-5-8 30-2-8 8-10-0 32-6-0 2-3-8 -1-0-0 1-0-0 2-3-8 2-3-8 8-0-0 5-8-8 12-11-0 4-11-0 17-1-12 4-2-12 21-4-8 4-2-12 25-9-8 4-5-0 30-2-8 4-5-0 32-6-0 2-3-8 0-7-125-9-155-11-125-9-151-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [3:0-0-12,0-1-8], [7:0-1-4,0-3-0], [15:0-4-12,0-2-12], [16:0-4-4,0-3-0], [19:0-2-12,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.84 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.65 0.35 (loc) 15-16 15-16 13 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 175 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF Stud, 3-19,6-18,8-17,11-14: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 17-19,7-16: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-13 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 12-13, 7-17, 10-15 REACTIONS. (lb/size) 13=1454/0-3-8, 2=1522/0-3-8 Max Horz 2=175(LC 10) Max Uplift 13=-96(LC 7), 2=-5(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-24=-1788/58, 3-4=-3982/290, 4-5=-2426/146, 5-6=-2512/160, 6-7=-2477/157, 7-8=-2271/142, 8-10=-2367/145, 10-11=-647/34, 11-12=-619/34, 12-13=-1443/86 BOT CHORD 2-22=-156/1201, 21-22=-100/854, 3-21=-328/2995, 20-21=-381/3356, 19-20=-154/1958, 6-19=-346/98, 16-17=-105/2216, 8-16=-300/81, 15-16=-132/1668 WEBS 4-20=-1431/229, 5-20=0/430, 5-19=-127/746, 17-19=-187/2094, 7-17=-2984/221, 7-16=-161/2589, 10-16=-17/986, 10-15=-1440/139, 12-15=-85/1525, 3-22=-1122/138, 4-21=-23/821 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-5-4, Interior(1) 2-5-4 to 3-4-14, Exterior(2) 3-4-14 to 12-7-2, Interior(1) 12-7-2 to 29-1-4, Exterior(2) 29-1-4 to 32-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AM01 Truss Type Monopitch Qty 3 Ply 1 Parkhill Model Job Reference (optional) I37189747 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-S1ODrljJkhyPArB9FCZFvczcfUj_ejm03ZiXPczDeI0 Scale: 1/4"=1' 1 2 3 4 6 5 10 11 2x4 1.5x4 3x4 3x6 5x9 5-4-4 5-4-4 10-8-8 5-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 10-8-8 5-4-4 0-7-127-9-78.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.24 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 6-9 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-5: 2x4 SPF No.2 WEDGE Left: 2x6 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=472/0-3-8, 2=549/0-3-8 Max Horz 2=230(LC 10) Max Uplift 5=-110(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-542/131 BOT CHORD 2-6=-246/383, 5-6=-246/383 WEBS 3-5=-468/302 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-6-12, Exterior(2) 7-6-12 to 10-6-12 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AT01 Truss Type Roof Special Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189748 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-PQV_GRlZGJC7P9LYMdbj_12qcHIm6brIXtBeTVzDeI_ Scale = 1:97.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 3x6 6x6 5x12 MT18HS 5x6 6x8 3x6 3x6 3x4 6x8 3x4 3x4 3x6 2x4 4x8 4x8 4x6 4x6 6x8 3x6 4x8 4x8 9-1-2 9-1-2 17-10-11 8-9-10 23-7-3 5-8-8 31-0-0 7-4-12 35-0-0 4-0-0 41-10-4 6-10-4 49-0-0 7-1-12 -1-0-0 1-0-0 7-6-12 7-6-12 14-10-0 7-3-4 15-8-0 0-10-0 23-7-3 7-11-3 30-11-0 7-3-12 32-11-8 2-0-8 35-0-0 2-0-8 41-10-4 6-10-4 49-0-0 7-1-12 50-0-0 1-0-0 0-7-1210-6-79-9-1511-4-10-7-121-0-09-9-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [6:0-5-15,0-2-0], [13:0-5-2,0-2-0], [13:0-2-2,0-3-7], [17:0-2-4,0-2-12], [18:0-2-0,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.88 0.67 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.28 0.03 (loc) 21-23 21-23 13 l/defl >999 >758 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 275 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,15-17,12-15: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23,20-21. 1 Row at midpt 8-18, 10-17 WEBS 1 Row at midpt 5-21, 6-21, 7-21, 7-20, 9-18 REACTIONS. All bearings 0-3-8. (lb) - Max Horz 2=-220(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 2, 13 except 21=-116(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 21=1299(LC 2), 20=1477(LC 1), 2=754(LC 18), 13=1105(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-792/58, 3-5=-712/171, 5-6=0/354, 6-7=0/321, 7-8=-473/129, 8-9=-671/196, 9-10=-892/214, 10-12=-958/116, 12-13=-1407/91 BOT CHORD 2-23=-100/725, 20-21=-297/179, 8-18=-690/176, 17-18=0/495, 10-17=-354/158, 13-15=0/1067 WEBS 3-23=-508/222, 5-23=-125/952, 5-21=-965/48, 7-20=-1303/87, 18-20=-299/152, 7-18=0/1092, 15-17=0/1012, 12-17=-460/145, 9-17=-170/875 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 9-11-3, Exterior(2) 9-11-3 to 15-8-0, Interior(1) 15-8-0 to 31-0-0, Exterior(2) 31-0-0 to 37-10-5, Interior(1) 37-10-5 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 6 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 21, 20, 2, and 13. 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AT02 Truss Type Roof Special Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189749 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-tc3MTnmC1cK_1IwkwL7yXFb2Rhe5r2_SlXxB?xzDeHz Scale = 1:88.3 12 3 4 5 6 7 8 9 10 11 12 1314 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 3x6 5x6 6x6 6x6 5x6 3x6 3x6 3x6 2x4 4x8 5x16 MT18HS 2x4 5x9 3x6 3x6 2x4 4x8 4x8 7-6-12 7-6-12 14-10-0 7-3-4 23-7-3 8-9-3 32-11-8 9-4-4 40-4-1 7-4-9 49-0-0 8-7-15 -1-0-0 1-0-0 7-6-12 7-6-12 14-10-0 7-3-4 17-8-0 2-10-0 23-7-3 5-11-4 28-11-0 5-3-12 32-11-8 4-0-8 38-2-8 5-3-0 43-5-8 5-3-0 49-0-0 5-6-8 50-0-0 1-0-0 0-7-1210-6-78-5-1511-4-10-7-128-5-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [6:0-2-11,Edge], [8:0-2-11,Edge], [13:0-5-2,0-2-0], [13:0-2-2,0-3-7], [16:0-3-12,0-3-4], [17:0-8-0,0-3-0], [17:0-1-12,0-0-0], [18:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.66 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.04 (loc) 16-17 16-17 13 l/defl >999 >912 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,12-15: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 6-17, 7-17, 8-17, 11-16 REACTIONS. (lb/size) 17=2650/0-3-8 (req. 0-4-3), 2=901/0-5-8, 13=999/0-3-8 Max Horz 2=-220(LC 8) Max Uplift 17=-119(LC 10), 2=-55(LC 10), 13=-57(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1055/86, 3-5=-468/119, 5-6=-363/142, 6-7=0/629, 7-8=0/629, 8-9=-528/165, 9-11=-534/143, 11-12=-1052/122, 12-13=-1240/99 BOT CHORD 2-21=-108/917, 20-21=-108/917, 15-16=0/654, 13-15=0/954 WEBS 3-21=0/299, 3-20=-691/164, 6-20=0/628, 6-17=-1186/123, 7-17=-452/125, 8-17=-1238/72, 8-16=0/627, 11-16=-622/162, 11-15=-16/449, 12-15=-302/134 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 9-11-3, Exterior(2) 9-11-3 to 17-8-0, Interior(1) 17-8-0 to 28-11-0, Exterior(2) 28-11-0 to 37-10-5, Interior(1) 37-10-5 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17, 2, and 13. 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss AT03 Truss Type Piggyback Base Qty 3 Ply 1 Parkhill Model Job Reference (optional) I37189750 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Lodkh7mqowSrfSUwU2eB3S8AZ5wMaT4b_BgkXNzDeHy Scale = 1:88.5 12 3 4 5 6 7 8 9 10 11 12 13 1415 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4x6 5x6 5x9 6x6 3x6 3x6 3x4 3x4 6x10 3x4 3x43x6 2x4 3x6 6x10 3x6 6x6 6x10 3x6 10x12 8x12 MT20HS 10-0-0 10-0-0 18-0-0 8-0-0 25-7-2 7-7-2 31-0-0 5-4-14 35-0-0 4-0-0 41-10-4 6-10-4 49-0-0 7-1-12 -1-0-0 1-0-0 7-6-7 7-6-7 14-9-6 7-2-15 20-2-4 5-4-14 25-7-2 5-4-14 31-0-0 5-4-14 34-2-10 3-2-10 35-0-0 0-9-6 41-10-4 6-10-4 49-0-0 7-1-12 50-0-0 1-0-0 0-7-1210-6-00-7-121-0-010-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-6,Edge], [2:0-5-7,0-2-2], [4:0-3-0,Edge], [5:0-3-0,0-2-3], [7:0-2-8,0-3-0], [7:0-0-0,0-1-12], [10:0-3-12,0-2-0], [14:0-5-6,Edge], [14:0-4-10,0-3-10], [18:0-4-4,0-2-12], [19:0-4-4,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.85 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.50 0.22 (loc) 21-22 21-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 279 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-23,14-17,20-23: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-24,13-16: 2x4 SPF Stud WEDGE Left: 2x10 SP No.2, Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-2 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 9-19, 11-18 WEBS 1 Row at midpt 6-22, 8-21, 8-19 REACTIONS. (lb/size) 2=2275/0-3-8 (req. 0-3-9), 14=2275/0-3-8 (req. 0-3-9) Max Horz 2=-204(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3348/215, 3-5=-3145/288, 5-6=-2464/261, 6-8=-2660/275, 8-9=-2739/269, 9-10=-2742/268, 10-11=-3213/351, 11-13=-3221/251, 13-14=-3359/193 BOT CHORD 2-24=-59/2670, 22-24=-32/2236, 21-22=-22/2576, 9-19=-303/87, 18-19=0/2468, 11-18=-449/172, 14-16=-45/2676 WEBS 3-24=-440/216, 5-24=-105/752, 5-22=-85/776, 6-22=-554/175, 8-21=-517/106, 19-21=0/2611, 10-19=-123/810, 10-18=-177/1024, 16-18=-59/2556, 13-16=-297/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 7-10-4, Exterior(2) 7-10-4 to 21-8-8, Interior(1) 21-8-8 to 27-3-8, Exterior(2) 27-3-8 to 41-1-12, Interior(1) 41-1-12 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 4%, joint 14 = 8%, joint 2 = 4%, joint 14 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 2, 14 greater than input bearing size. 10) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 14. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss BGE1 Truss Type GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189751 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:46 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-p?B6uTnSYEaiGc371l9QcggWXVT5J3elDrQI3pzDeHx Scale = 1:43.4 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x4 3x63x6 3x4 18-8-0 18-8-0 -1-0-0 1-0-0 9-4-0 9-4-0 18-8-0 9-4-0 19-8-0 1-0-0 0-7-126-10-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-8], [12:0-4-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 13 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=-134(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 20, 21, 22, 23, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 20, 21, 22, 23, 17, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-4-0, Corner(3) 6-4-0 to 12-4-0, Exterior(2) 12-4-0 to 16-8-0, Corner(3) 16-8-0 to 19-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Solid blocking is required on both sides of the truss at joint(s), 12, 2. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 20, 21, 22, 23, 17, 16, 15, 14. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss BT01 Truss Type Common Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189752 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:47 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-HBlU6po4JXiZumeJbTgf9tDeBvcE2PWuSV9rbGzDeHw Scale = 1:70.1 1 2 3 4 5 6 7 8 10 9 14 15 16 17 4x4 5x6 5x9 1.5x4 1.5x4 5x9 4x6 2x4 10-0-0 10-0-0 19-7-8 9-7-8 -1-0-0 1-0-0 5-6-8 5-6-8 10-9-8 5-3-0 16-0-8 5-3-0 19-7-8 3-7-0 20-4-0 0-8-8 0-7-1211-4-18-11-78.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [5:0-2-0,Edge], [10:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.89 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.68 0.02 (loc) 9-10 9-10 9 l/defl >486 >344 n/a L/d 240 180 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 *Except* 3-10: 2x4 SPF Stud WEDGE Left: 2x6 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 6-11-2 oc bracing. WEBS 1 Row at midpt 7-9, 6-9 REACTIONS. (lb/size) 2=947/0-3-8, 9=936/0-3-8 Max Horz 2=294(LC 10) Max Uplift 9=-91(LC 10) Max Grav 2=947(LC 1), 9=1002(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/6, 3-4=-870/9, 4-6=-960/165 BOT CHORD 2-10=-210/943 WEBS 3-10=-324/142, 4-10=-427/197, 6-10=-185/1077, 6-9=-738/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-8, Exterior(2) 13-0-8 to 20-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss BT02 Truss Type Roof Special Qty 5 Ply 1 Parkhill Model Job Reference (optional) I37189753 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:48 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-lNJtJ8pi4rqPWwDV9ABvh5mmxI3onsk2g9vP8izDeHv Scale = 1:71.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 3x6 6x6 3x4 1.5x4 6x8 4x4 2x4 4x6 1.5x4 3x6 4x4 4x8 3x6 7-1-12 7-1-12 14-0-0 6-10-4 18-0-0 4-0-0 19-7-8 1-7-8 -1-0-0 1-0-0 7-1-12 7-1-12 14-0-0 6-10-4 16-0-8 2-0-8 18-0-0 1-11-8 19-7-8 1-7-8 20-4-0 0-8-8 0-7-1211-4-18-11-71-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [13:0-2-4,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.42 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.08 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 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* 3-15,13-15: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud 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, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 5-13, 7-12 WEBS 1 Row at midpt 6-12, 8-10 REACTIONS. (lb/size) 10=931/0-3-8, 2=947/0-3-8 Max Horz 2=294(LC 10) Max Uplift 10=-94(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1143/0, 3-5=-654/54, 5-6=-586/138, 8-10=-1018/108 BOT CHORD 2-15=-179/864, 5-13=-351/159, 11-12=-604/74 WEBS 13-15=-193/853, 3-13=-493/122, 6-12=-638/92, 8-11=-81/780, 6-13=-191/896 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-8, Exterior(2) 13-0-8 to 20-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 2. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss BT03 Truss Type Common Qty 3 Ply 1 Parkhill Model Job Reference (optional) I37189754 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:49 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-DatFWUqKr9yG74ohjui8EIIyCiLnWMqBvpeyg8zDeHu Scale = 1:43.4 1 2 3 4 5 6 13 14 15 16 17 18 5x9 1.5x4 4x4 1.5x4 4x8 4x8 9-4-0 9-4-0 18-8-0 9-4-0 4-9-12 4-9-12 9-4-0 4-6-4 13-10-4 4-6-4 18-8-0 4-9-12 0-7-126-10-70-7-128.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-3-7], [1:0-5-2,0-2-0], [5:0-5-2,0-2-0], [5:0-2-2,0-3-7], [6:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.69 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.03 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1076/0-3-8, 5=904/Mechanical Max Horz 1=-120(LC 6) Max Uplift 1=-13(LC 10), 5=-13(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1454/84, 2-3=-1022/82, 3-4=-964/82, 4-5=-1228/84 BOT CHORD 1-6=-65/1113, 5-6=-9/957 WEBS 2-6=-485/132, 3-6=-3/646, 4-6=-301/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 6-4-0, Exterior(2) 6-4-0 to 12-4-0, Interior(1) 12-4-0 to 15-8-0, Exterior(2) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-70, 13-16=-120, 3-16=-70, 3-5=-70, 7-10=-20 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-58, 13-16=-95, 3-16=-57, 3-5=-58, 7-10=-20 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss BT03 Truss Type Common Qty 3 Ply 1 Parkhill Model Job Reference (optional) I37189754 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:49 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-DatFWUqKr9yG74ohjui8EIIyCiLnWMqBvpeyg8zDeHu LOAD CASE(S) Standard 17) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-66, 13-16=-103, 3-16=-66, 3-5=-51, 7-10=-20 Horz: 1-3=8, 3-5=6 18) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-51, 13-16=-89, 3-16=-51, 3-5=-66, 7-10=-20 Horz: 1-3=-6, 3-5=-8 19) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-41, 13-16=-79, 3-16=-41, 3-5=-51, 7-10=-20 Horz: 1-3=-16, 3-5=6 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-51, 13-16=-89, 3-16=-51, 3-5=-41, 7-10=-20 Horz: 1-3=-6, 3-5=16 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss BT03A Truss Type COMMON Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189755 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-hmQdkqqycS57lDNuGbDNmWrAy6i0FrkK8TOVCbzDeHt Scale = 1:42.7 1 2 3 4 5 6 7 14 15 16 17 5x9 1.5x4 4x4 1.5x4 5x9 5x9 9-4-0 9-4-0 18-8-0 9-4-0 -1-0-0 1-0-0 4-9-12 4-9-12 9-4-0 4-6-4 13-10-4 4-6-4 18-8-0 4-9-12 0-7-126-10-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [5:0-0-0,0-0-0], [6:0-2-2,0-3-7], [6:0-3-8,Edge], [7:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.63 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.02 (loc) 7-13 7-13 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=912/0-3-8, 6=838/Mechanical Max Horz 2=129(LC 9) Max Uplift 2=-27(LC 10), 6=-13(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1114/77, 3-4=-851/78, 4-5=-851/78, 5-6=-1118/80 BOT CHORD 2-7=-63/863, 6-7=-6/868 WEBS 3-7=-302/131, 4-7=0/535, 5-7=-308/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 12-4-0, Interior(1) 12-4-0 to 15-8-0, Exterior(2) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CGR1 Truss Type Roof Special Girder Qty 1 Ply 2 Parkhill Model Job Reference (optional) I37189756 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:51 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Ay_?xArbNmD_NNy4qJlcJjODLW_c_CCUM773l1zDeHs Scale = 1:52.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 5x6 4x8 4x8 4x65x6 6x66x8 1.5x4 4x8 4x8 6x8 3x4 1.5x4 HJC26 JL24 HUS26 7-0-0 7-0-0 12-6-0 5-6-0 18-0-0 5-6-0 23-7-1 5-7-1 29-8-0 6-0-15 -1-0-0 1-0-0 3-7-7 3-7-7 7-0-0 3-4-9 12-6-0 5-6-0 18-0-0 5-6-0 20-4-0 2-4-0 24-10-8 4-6-9 29-8-0 4-9-8 0-7-125-1-156-10-70-7-125-1-158.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [4:0-3-0,0-2-3], [6:0-4-0,0-1-0], [9:0-0-0,0-0-12], [11:0-2-0,0-2-0], [13:0-4-12,0-2-0], [14:0-4-0,0-4-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.86 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.35 0.06 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E *Except* 9-12: 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-11: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except 2-0-0 oc purlins (5-6-10 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=2592/0-3-8, 2=3657/0-3-8 Max Horz 2=129(LC 7) Max Uplift 9=-144(LC 8), 2=-463(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5847/780, 3-4=-5740/785, 4-5=-4726/676, 5-6=-4497/446, 6-7=-5614/596, 7-8=-3864/338, 8-9=-4058/298 BOT CHORD 2-14=-672/4726, 13-14=-627/5929, 11-13=-627/5929, 10-11=-204/2870, 9-10=-205/3250 WEBS 4-14=-345/2785, 5-14=-1581/45, 5-13=-95/1783, 5-11=-1924/319, 6-11=-3357/395, 7-11=-550/4820, 7-10=-95/562, 8-10=-405/158 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 0-4-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 10) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Load case(s) 1, 2, 14, 16, 17, 18, 19, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CGR1 Truss Type Roof Special Girder Qty 1 Ply 2 Parkhill Model Job Reference (optional) I37189756 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:51 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Ay_?xArbNmD_NNy4qJlcJjODLW_c_CCUM773l1zDeHs NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 14) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 15) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 10-11-4 from the left end to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 7-21=-70, 21-22=-120, 9-22=-70, 15-18=-20 Concentrated Loads (lb) Vert: 14=-1221(B) 23=-258(B) 24=-1731(B) 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-57, 6-7=-57, 7-21=-58, 21-22=-95, 9-22=-58, 18-25=-20, 25-26=-50, 15-26=-20 Concentrated Loads (lb) Vert: 14=-1027(B) 23=-220(B) 24=-1483(B) 14) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120, 2-4=-20, 4-6=-20, 6-7=-20, 7-21=-20, 21-22=-70, 9-22=-20, 15-18=-20 Concentrated Loads (lb) Vert: 14=-336(B) 23=-89(B) 24=-740(B) 16) Dead + 0.75 Snow (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=-62, 2-4=-66, 4-6=-41, 6-7=-66, 7-21=-51, 21-22=-89, 9-22=-51, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=5, 2-4=8, 6-7=8, 7-9=6 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=200(B) 23=46(B) 24=-7(B) 17) Dead + 0.75 Snow (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=-48, 2-4=-51, 4-6=-51, 6-7=-51, 7-21=-66, 21-22=-103, 9-22=-66, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=-10, 2-4=-6, 6-7=-6, 7-9=-8 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=200(B) 23=46(B) 24=-7(B) 18) Dead + 0.75 Snow (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=-38, 2-4=-41, 4-6=-41, 6-7=-41, 7-21=-51, 21-22=-89, 9-22=-51, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=-19, 2-4=-16, 6-7=-16, 7-9=6 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=200(B) 23=46(B) 24=-7(B) 19) Dead + 0.75 Snow (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=-48, 2-4=-51, 4-6=-51, 6-7=-51, 7-21=-41, 21-22=-79, 9-22=-41, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=-10, 2-4=-6, 6-7=-6, 7-9=16 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=200(B) 23=46(B) 24=-7(B) 30) Reversal: Dead + 0.75 Snow (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=-62, 2-4=-66, 4-6=-41, 6-7=-66, 7-21=-51, 21-22=-89, 9-22=-51, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=5, 2-4=8, 6-7=8, 7-9=6 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=-912(B) 23=-230(B) 24=-1271(B) 31) Reversal: Dead + 0.75 Snow (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=-48, 2-4=-51, 4-6=-51, 6-7=-51, 7-21=-66, 21-22=-103, 9-22=-66, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=-10, 2-4=-6, 6-7=-6, 7-9=-8 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=-912(B) 23=-230(B) 24=-1271(B) 32) Reversal: Dead + 0.75 Snow (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=-38, 2-4=-41, 4-6=-41, 6-7=-41, 7-21=-51, 21-22=-89, 9-22=-51, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=-19, 2-4=-16, 6-7=-16, 7-9=6 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=-912(B) 23=-230(B) 24=-1271(B) Continued on page 3 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CGR1 Truss Type Roof Special Girder Qty 1 Ply 2 Parkhill Model Job Reference (optional) I37189756 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:51 2019 Page 3 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Ay_?xArbNmD_NNy4qJlcJjODLW_c_CCUM773l1zDeHs LOAD CASE(S) Standard 33) Reversal: Dead + 0.75 Snow (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=-48, 2-4=-51, 4-6=-51, 6-7=-51, 7-21=-41, 21-22=-79, 9-22=-41, 18-25=-20, 25-26=-50, 15-26=-20 Horz: 1-2=-10, 2-4=-6, 6-7=-6, 7-9=16 Drag: 4-5=0, 5-6=-0 Concentrated Loads (lb) Vert: 14=-912(B) 23=-230(B) 24=-1271(B) 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CT01 Truss Type Common Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189757 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:52 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-e9YN9WsD84Lr_XXGO0GrsxwKYwHmjiudbntcHTzDeHr Scale = 1:65.2 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 3x6 4x6 3x4 4x6 3x4 1.5x4 4x4 1.5x4 6x8 8x12 MT20HS 9-11-13 9-11-13 19-8-3 9-8-5 29-8-0 9-11-13 -1-0-0 1-0-0 7-6-12 7-6-12 14-10-0 7-3-4 22-1-4 7-3-4 29-8-0 7-6-12 0-7-1210-6-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [8:0-1-11,0-3-11], [8:Edge,0-5-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 1.00 1.00 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.45 0.04 (loc) 9-11 9-11 8 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 120 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-11,7-9: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2, Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1447/0-5-8, 8=1593/0-3-8 Max Horz 2=200(LC 7) Max Uplift 2=-35(LC 10), 8=-21(LC 11) Max Grav 2=1461(LC 18), 8=1593(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1975/79, 3-5=-1819/150, 5-7=-1899/154, 7-8=-2198/82 BOT CHORD 2-11=-89/1681, 9-11=0/1120, 8-9=0/1655 WEBS 3-11=-461/215, 5-11=-93/852, 5-9=-94/990, 7-9=-606/217 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-10-0, Exterior(2) 11-10-0 to 17-10-0, Interior(1) 17-10-0 to 26-8-0, Exterior(2) 26-8-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 16, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CT01 Truss Type Common Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189757 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:52 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-e9YN9WsD84Lr_XXGO0GrsxwKYwHmjiudbntcHTzDeHr LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-70, 5-21=-70, 21-23=-120, 8-23=-70, 12-15=-20 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-58, 5-21=-57, 21-23=-95, 8-23=-58, 12-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 15-29=-20 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120, 2-5=-20, 5-21=-20, 21-23=-70, 8-23=-20, 12-15=-20 18) Dead + 0.75 Snow (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=-62, 2-5=-66, 5-21=-51, 21-23=-89, 8-23=-51, 12-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 15-29=-20 Horz: 1-2=5, 2-5=8, 5-8=6 19) Dead + 0.75 Snow (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=-48, 2-5=-51, 5-21=-66, 21-23=-103, 8-23=-66, 12-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 15-29=-20 Horz: 1-2=-10, 2-5=-6, 5-8=-8 20) Dead + 0.75 Snow (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=-38, 2-5=-41, 5-21=-51, 21-23=-89, 8-23=-51, 12-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 15-29=-20 Horz: 1-2=-19, 2-5=-16, 5-8=6 21) Dead + 0.75 Snow (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=-48, 2-5=-51, 5-21=-41, 21-23=-79, 8-23=-41, 12-24=-20, 24-25=-50, 25-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 15-29=-20 Horz: 1-2=-10, 2-5=-6, 5-8=16 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CT02 Truss Type Roof Special Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189758 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:52 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-e9YN9WsD84Lr_XXGO0GrsxwQ5wHpjZNdbntcHTzDeHr Scale = 1:51.3 1 2 3 4 5 6 7 8 9 12 11 10 19 20 21 22 23 24 25 26 27 6x6 6x6 3x4 4x6 4x8 1.5x4 3x4 5x9 5x94x8 4x6 10-0-0 10-0-0 19-8-0 9-8-0 29-8-0 10-0-0 -1-0-0 1-0-0 4-7-12 4-7-12 9-0-0 4-4-4 14-6-0 5-6-0 20-0-0 5-6-0 20-4-0 0-4-0 24-10-4 4-6-4 29-8-0 4-9-12 0-7-126-5-156-10-70-7-126-5-158.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [4:0-3-5,Edge], [6:0-2-11,Edge], [7:0-2-0,Edge], [9:0-2-2,0-3-7], [9:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.99 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.50 0.08 (loc) 10-12 10-12 9 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12,5-10: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except 2-0-0 oc purlins (4-3-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1447/0-3-8, 9=1593/0-3-8 Max Horz 2=-125(LC 8) Max Uplift 2=-4(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2000/116, 3-4=-1750/110, 4-5=-1496/116, 5-6=-1566/114, 7-8=-457/54, 8-9=-2300/114 BOT CHORD 2-12=-34/1580, 10-12=-1/1708, 9-10=-30/1794 WEBS 4-12=0/598, 5-12=-364/125, 6-10=0/540, 8-10=-314/136, 6-8=-1454/61 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 6-0-0, Exterior(2) 6-0-0 to 12-0-0, Interior(1) 12-0-0 to 20-0-0, Exterior(2) 20-0-0 to 23-4-0, Interior(1) 23-4-0 to 26-8-0, Exterior(2) 26-8-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 16, 18, 19, 20, 21 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 7-22=-70, 22-25=-120, 9-25=-70, 13-16=-20 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss CT02 Truss Type Roof Special Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189758 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:52 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-e9YN9WsD84Lr_XXGO0GrsxwQ5wHpjZNdbntcHTzDeHr LOAD CASE(S) Standard 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-58, 4-6=-57, 6-7=-57, 7-22=-58, 22-25=-95, 9-25=-58, 13-26=-20, 26-27=-50, 16-27=-20 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-120, 2-4=-20, 4-6=-20, 6-7=-20, 7-22=-20, 22-25=-70, 9-25=-20, 13-16=-20 18) Dead + 0.75 Snow (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=-62, 2-4=-66, 4-6=-41, 6-7=-66, 7-22=-51, 22-25=-89, 9-25=-51, 13-26=-20, 26-27=-50, 16-27=-20 Horz: 1-2=5, 2-4=8, 6-7=8, 7-9=6 Drag: 4-5=0, 5-6=-0 19) Dead + 0.75 Snow (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=-48, 2-4=-51, 4-6=-41, 6-7=-66, 7-22=-66, 22-25=-103, 9-25=-66, 13-26=-20, 26-27=-50, 16-27=-20 Horz: 1-2=-10, 2-4=-6, 6-7=8, 7-9=-8 Drag: 4-5=0, 5-6=-0 20) Dead + 0.75 Snow (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=-38, 2-4=-41, 4-6=-51, 6-7=-51, 7-22=-51, 22-25=-89, 9-25=-51, 13-26=-20, 26-27=-50, 16-27=-20 Horz: 1-2=-19, 2-4=-16, 6-7=-6, 7-9=6 Drag: 4-5=0, 5-6=-0 21) Dead + 0.75 Snow (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=-48, 2-4=-51, 4-6=-51, 6-7=-51, 7-22=-41, 22-25=-79, 9-25=-41, 13-26=-20, 26-27=-50, 16-27=-20 Horz: 1-2=-10, 2-4=-6, 6-7=-6, 7-9=16 Drag: 4-5=0, 5-6=-0 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss DT01 Truss Type Piggyback Base Qty 10 Ply 1 Parkhill Model Job Reference (optional) I37189759 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:54 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-aXg8aCtTghbZErgfVRIJxM?i2j_fBeUw35MjLMzDeHp Scale = 1:85.0 12 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 3738 39 40 41 4x6 5x9 3x6 5x9 4x6 5x9 WB 3x6 2x4 4x8 2x4 3x6 3x6 3x6 2x4 10x12 6x105x9 WB 4x6 10-0-0 10-0-0 20-0-0 10-0-0 29-0-0 9-0-0 39-0-0 10-0-0 49-0-0 10-0-0 -1-0-0 1-0-0 7-6-7 7-6-7 14-9-6 7-2-15 21-3-2 6-5-12 27-8-14 6-5-12 34-2-10 6-5-12 41-5-9 7-2-15 49-0-0 7-6-7 50-0-0 1-0-0 0-7-1210-6-00-7-1210-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-6,Edge], [2:0-5-7,0-2-2], [4:0-3-0,Edge], [5:0-5-0,0-1-8], [9:0-5-0,0-1-8], [10:0-3-0,Edge], [12:0-2-2,0-5-7], [12:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.90 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.80 0.20 (loc) 18-20 18-20 12 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-20,11-14: 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x10 SP No.2, Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-10-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-18, 7-16 REACTIONS. (lb/size) 2=2275/0-3-8 (req. 0-3-10), 12=2275/0-3-8 (req. 0-3-10) Max Horz 2=-204(LC 8) Max Grav 2=2301(LC 2), 12=2309(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3448/212, 3-5=-3280/285, 5-6=-2701/264, 6-7=-2749/278, 7-9=-2719/264, 9-11=-3292/285, 11-12=-3461/212 BOT CHORD 2-20=-57/2768, 18-20=-35/2324, 16-18=0/2765, 14-16=0/2336, 12-14=-57/2778 WEBS 3-20=-429/218, 5-20=-92/807, 5-18=-92/831, 6-18=-468/132, 7-16=-469/195, 9-16=-92/844, 9-14=-92/803, 11-14=-430/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-10-13, Interior(1) 3-10-13 to 7-10-4, Exterior(2) 7-10-4 to 21-8-8, Interior(1) 21-8-8 to 27-3-8, Exterior(2) 27-3-8 to 41-1-12, Interior(1) 41-1-12 to 45-1-3, Exterior(2) 45-1-3 to 50-0-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 2 = 0%, joint 12 = 0%, joint 2 = 0%, joint 12 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 2, 12 greater than input bearing size. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 12. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss EGE1 Truss Type GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189760 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:54 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-aXg8aCtTghbZErgfVRIJxM?oYj87Bebw35MjLMzDeHp Scale = 1:53.3 1 2 3 4 5 7 6 12 8 16 2x4 4x8 3x4 4x8 1.5x44x8 2x4 1.5x4 2x4 5x6 4x6 4x8 4x8 4x8 6-4-0 6-4-0 12-4-7 6-0-8 12-8-0 0-3-9 -1-0-0 1-0-0 6-4-0 6-4-0 12-4-7 6-0-8 12-8-0 0-3-9 0-7-128-8-78-10-128-1-68.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [4:0-3-0,0-3-0], [8:0-2-0,0-2-0], [12:0-3-0,0-1-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.30 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 0.01 (loc) 7-15 7-15 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 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* 3-7: 2x4 SPF Stud, 3-12: 2x6 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=544/0-3-8, 2=630/0-3-8 Max Horz 2=264(LC 10) Max Uplift 6=-123(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-635/0, 6-12=-481/155 BOT CHORD 2-7=-110/445, 6-7=-111/442 WEBS 3-7=0/265, 3-12=-556/141 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 12-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) One RT7A USP 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss EGE2 Truss Type Common Supported Gable Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189761 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:55 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-2jEWnYu5R?jQr?Fr38pYTZY217Y7w9s4Hl5GuozDeHo Scale = 1:30.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x65x9 12-8-0 12-8-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-7-124-10-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-12,0-3-8], [8:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-96(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 11, 10, 2 Max Grav All reactions 250 lb or less at joint(s) 8, 12, 13, 14, 11, 10, 2 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 3-4-0, Corner(3) 3-4-0 to 9-4-0, Exterior(2) 9-4-0 to 10-8-0, Corner(3) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Solid blocking is required on both sides of the truss at joint(s), 8. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 11, 10, 2. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss ET01 Truss Type Common Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189762 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:56 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Wwou_uvjCIrHT8q2dsKn0n59iXpxfb4DWPrqQEzDeHn Scale = 1:31.2 1 2 3 4 5 6 13 14 15 16 1.5x4 4x6 4x8 4x8 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-7-124-10-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [4:0-2-2,0-3-7], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.34 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.01 (loc) 6-9 6-12 2 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 Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=640/0-3-8, 4=640/0-3-8 Max Horz 2=-95(LC 8) Max Uplift 2=-23(LC 10), 4=-23(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/65, 3-4=-654/65 BOT CHORD 2-6=0/448, 4-6=0/448 WEBS 3-6=0/281 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-0, Exterior(2) 3-4-0 to 9-4-0, Interior(1) 9-4-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT7A USP 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. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss FGR1 Truss Type Half Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189763 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:57 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-_6MGCDwLzcz85IPEBZs0Z_dLExAdOyIMl3aNyhzDeHm Scale = 1:28.6 1 2 3 4 5 7 6 11 12 5x6 3x4 3x4 4x8 1.5x4 6x10 4x4 HJC26 JL24 JL24 6-0-0 6-0-0 10-8-8 4-8-8 -1-0-0 1-0-0 3-1-12 3-1-12 6-0-0 2-10-4 10-8-8 4-8-8 0-7-124-5-154-7-124-5-158.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-8], [4:0-3-0,0-2-3], [7:0-2-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.31 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1262/0-3-8, 2=949/0-3-8 Max Horz 2=135(LC 8) Max Uplift 6=-242(LC 5), 2=-121(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1247/198, 3-4=-1113/197, 4-5=-898/184, 5-6=-929/183 BOT CHORD 2-7=-236/987 WEBS 4-7=-103/330, 5-7=-239/1157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 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 USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 6-0-6 from the left end to connect truss(es) to front face of bottom chord. 10) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 10-0-12 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) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 6-8=-20 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss FGR1 Truss Type Half Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189763 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:57 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-_6MGCDwLzcz85IPEBZs0Z_dLExAdOyIMl3aNyhzDeHm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-765(F) 11=-211(F) 12=-216(F) 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss GGR1 Truss Type Half Hip Girder Qty 1 Ply 2 Parkhill Model Job Reference (optional) I37189764 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:59 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-xVT1dvxcVDDsKcZcI_uUePjfikgvsmGfCN3U1ZzDeHk Scale = 1:58.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 40 41 42 5x12 MT18HS 3x4 5x6 4x64x6 3x6 4x8 4x8 7x12 MT18HS 1.5x4 4x4 4x4 1.5x4 6x10 10x12 1.5x4 2x4 4x8 3x6 4x8 2x4 5x16 MT18HS 4x8 2x4 6x10 4x6 HJC26 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 JL24 2-3-8 2-3-8 6-0-0 3-8-8 9-5-8 3-5-8 12-11-0 3-5-8 17-1-12 4-2-12 21-4-8 4-2-12 25-9-8 4-5-0 30-2-8 4-5-0 32-6-0 2-3-8 -1-0-0 1-0-0 2-3-8 2-3-8 6-0-0 3-8-8 9-5-8 3-5-8 12-11-0 3-5-8 17-1-12 4-2-12 21-4-8 4-2-12 25-9-8 4-5-0 30-2-8 4-5-0 32-6-0 2-3-8 0-7-124-5-154-7-124-5-151-0-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-0-8,0-1-8], [5:0-8-12,0-1-15], [18:0-4-0,0-3-0], [19:Edge,0-3-8], [25:0-0-12,0-1-12], [25:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.96 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.26 (loc) 22 22 14 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 370 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud *Except* 2-26,19-21,16-18,14-15: 2x6 SPF No.2, 3-22: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 20-22,18-20: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-11 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=3270/0-3-8, 2=3200/0-3-8 Max Horz 2=135(LC 8) Max Uplift 14=-619(LC 5), 2=-507(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-28=-4285/725, 3-4=-8598/1523, 4-5=-6511/1225, 5-6=-5715/1094, 6-7=-8290/1581, 7-8=-8231/1570, 8-9=-7677/1467, 9-11=-7744/1479, 11-12=-2050/392, 12-13=-1987/380, 13-14=-3141/602 BOT CHORD 2-26=-584/3119, 25-26=-427/2330, 3-25=-1142/6228, 24-25=-1312/7149, 23-24=-1409/7364, 22-23=-1409/7364, 21-22=-45/288, 20-21=-148/777, 19-20=-130/686, 18-19=-40/268, 9-18=-261/89, 17-18=-1101/5747, 16-17=-1101/5747 WEBS 4-24=-1742/329, 5-24=-626/3293, 6-24=-2304/474, 6-23=-85/499, 6-22=-250/1225, 20-22=-1140/5992, 8-22=-395/2057, 8-20=-2423/487, 18-20=-1159/6086, 8-18=-269/1359, 11-18=-459/2419, 11-17=-139/833, 11-16=-4479/859, 13-16=-699/3655, 4-25=-238/1492, 3-26=-3095/582 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, 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss GGR1 Truss Type Half Hip Girder Qty 1 Ply 2 Parkhill Model Job Reference (optional) I37189764 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:55:59 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-xVT1dvxcVDDsKcZcI_uUePjfikgvsmGfCN3U1ZzDeHk NOTES- 10) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 11) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 6-0-6 from the left end to connect truss(es) to front face of bottom chord. 14) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 30-11-4 to connect truss(es) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-13=-70, 26-27=-20, 22-25=-20, 19-21=-20, 16-18=-20, 14-15=-20 Concentrated Loads (lb) Vert: 24=-754(F) 30=-211(F) 31=-211(F) 32=-211(F) 33=-211(F) 34=-211(F) 35=-211(F) 36=-211(F) 37=-211(F) 38=-211(F) 39=-211(F) 40=-211(F) 41=-211(F) 42=-211(F) 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss GR Truss Type Jack-Closed Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189765 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:00 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Ph1PqFyEFXLiym8psiPjAdFwQ876bF9pR0p1Z0zDeHj Scale = 1:33.8 1 2 3 4 7 6 5 11 12 13 1.5x4 3x6 8x12 MT20HS 3x6 4x4 4x8 4x4 4x8 HUS26 HUS26 HUS26 2-4-13 2-4-13 4-6-10 2-1-14 7-0-0 2-5-6 2-4-13 2-4-13 4-6-10 2-1-14 7-0-0 2-5-6 0-7-125-3-128.00 12 Plate Offsets (X,Y)-- [1:0-1-13,0-4-7], [1:0-0-0,0-1-0], [6:0-3-8,0-4-8], [7:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.52 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 40 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=1768/Mechanical, 1=1312/0-3-8 Max Horz 1=138(LC 8) Max Uplift 5=-115(LC 8), 1=-1(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1725/6, 2-3=-1044/0 BOT CHORD 1-7=-110/1399, 6-7=-110/1399, 5-6=-58/853 WEBS 2-7=-16/742, 2-6=-718/68, 3-6=-40/1583, 3-5=-1485/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=115. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 9) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) 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 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=-820(B) 12=-820(B) 13=-822(B) May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HGE1 Truss Type GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189766 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:01 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-ttbn2bzs0rTZawj?QPwyjqo4oYbZKsoyggYb5SzDeHi Scale = 1:20.3 2 3 4 5 6 1 6x6 4x6 4x61.5x4 1-2-15 1-2-15 6-1-1 4-10-2 7-3-0 1-1-15 3-8-0 3-8-0 6-1-1 2-5-1 7-3-0 1-1-15 7-11-8 0-8-8 0-8-112-11-110-7-100-8-110-7-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-3-0. (lb) - Max Horz 1=-55(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 6 except 4=340(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HR Truss Type Diagonal Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189767 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:02 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-L499Fx_Un8bQB3IBz7RBG2LDrxtF3DG5uKI8duzDeHh Scale = 1:35.2 1 2 3 4 5 6 10 9 8 7 14 3x6 2x43x4 4x8 2x4 3x4 3x4 3x4 4x8 1.5x4 Special Special Special Special Special Special 2-7-9 2-7-9 4-10-10 2-3-1 5-5-10 0-7-0 7-5-10 2-0-0 8-5-10 1-0-0 9-9-5 1-3-10 -1-5-0 1-5-0 2-7-9 2-7-9 4-10-10 2-3-1 5-5-10 0-7-0 8-5-10 3-0-0 9-9-5 1-3-10 0-7-125-3-15.66 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.28 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=921/Mechanical, 2=733/0-4-9 Max Horz 2=155(LC 10) Max Uplift 7=-242(LC 10), 2=-108(LC 10) Max Grav 7=991(LC 17), 2=749(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-965/148, 3-4=-793/118, 4-5=-303/29, 5-6=-266/54, 6-7=-821/203 BOT CHORD 2-10=-241/843, 9-10=-241/843, 8-9=-179/695 WEBS 4-9=-106/444, 4-8=-678/179, 6-8=-221/897 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=242. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 36 lb up at 2-9-8, 44 lb down and 36 lb up at 2-9-8, 100 lb down and 53 lb up at 5-7-7, 100 lb down and 53 lb up at 5-7-7, and 201 lb down and 74 lb up at 8-5-6, and 201 lb down and 74 lb up at 8-5-6 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 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HR Truss Type Diagonal Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189767 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:02 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-L499Fx_Un8bQB3IBz7RBG2LDrxtF3DG5uKI8duzDeHh LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-70, 7-11=-20 Concentrated Loads (lb) Vert: 10=-86(F=-43, B=-43) 9=-200(F=-100, B=-100) 8=-401(F=-201, B=-201) 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HR01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189768 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:03 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-pGjYSH_6YSjHpDsOXqyQoFtOgLDGoieF7_1hAKzDeHg Scale = 1:29.1 1 2 3 4 6 5 10 11 12 1.5x4 3x4 3x4 2x4 4x4 Special Special Special Special 4-2-3 4-2-3 8-4-5 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 8-4-5 4-2-3 0-7-124-7-15.66 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.30 0.30 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=598/0-4-9, 5=528/Mechanical Max Horz 2=134(LC 10) Max Uplift 2=-82(LC 10), 5=-133(LC 10) Max Grav 2=611(LC 17), 5=582(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/98 BOT CHORD 2-6=-167/611, 5-6=-167/611 WEBS 3-6=-57/294, 3-5=-697/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=133. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 36 lb up at 2-9-8, 43 lb down and 36 lb up at 2-9-8, and 100 lb down and 53 lb up at 5-7-7, and 100 lb down and 53 lb up at 5-7-7 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 5-7=-20 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HR01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189768 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:03 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-pGjYSH_6YSjHpDsOXqyQoFtOgLDGoieF7_1hAKzDeHg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-86(F=-43, B=-43) 12=-200(F=-100, B=-100) 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HR02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189769 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:04 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-HSHwgd?kJmr8RNRa5XUfLTQYllXqXANOMenFinzDeHf Scale = 1:31.1 1 2 3 4 5 6 10 9 8 7 15 1.5x4 4x4 4x6 2x4 3x6 5x9 3x4 3x4 3x4 3x4 4x4 Special Special Special Special 1-8-7 1-8-7 3-1-6 1-4-15 5-8-6 2-7-0 8-4-5 2-7-15 -1-5-0 1-5-0 1-8-7 1-8-7 3-1-6 1-4-15 5-8-6 2-7-0 8-4-5 2-7-15 0-7-124-7-13-7-11-0-05.66 12 Plate Offsets (X,Y)-- [2:0-2-2,0-2-0], [9:0-1-4,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.34 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.02 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-10: 2x4 SPF Stud WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-4-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=512/Mechanical, 2=604/0-4-9 Max Horz 2=134(LC 10) Max Uplift 7=-133(LC 10), 2=-87(LC 10) Max Grav 7=566(LC 17), 2=618(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1185/266, 4-5=-705/128 BOT CHORD 2-10=-172/514, 9-10=-180/507, 3-9=-272/926, 8-9=-319/1056, 7-8=-168/626 WEBS 5-7=-765/206, 5-8=-120/465, 4-9=-85/257, 4-8=-455/159, 3-10=-522/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=133. 9) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 36 lb up at 2-11-10, 44 lb down and 36 lb up at 2-11-10, and 100 lb down and 53 lb up at 5-7-7, and 100 lb down and 53 lb up at 5-7-7 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HR02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189769 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:04 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-HSHwgd?kJmr8RNRa5XUfLTQYllXqXANOMenFinzDeHf LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-70, 10-11=-20, 7-9=-20 Concentrated Loads (lb) Vert: 8=-200(F=-100, B=-100) 10=-86(F=-43, B=-43) 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss HT01 Truss Type Roof Special Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189770 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:04 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-HSHwgd?kJmr8RNRa5XUfLTQbUlaoXD3OMenFinzDeHf Scale = 1:20.3 2 3 4 67 1 5 6x6 4x6 4x61.5x4 1-2-15 1-2-15 3-8-0 2-5-1 6-1-1 2-5-1 7-3-0 1-1-15 1-2-15 1-2-15 3-8-0 2-5-1 6-1-1 2-5-1 7-3-0 1-1-15 7-11-8 0-8-8 0-6-62-11-110-6-60-0-110-6-40-7-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=320/0-3-8, 5=384/0-3-8 Max Horz 1=-52(LC 8) Max Uplift 5=-15(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/28, 3-4=-364/30 BOT CHORD 2-7=0/305, 4-7=0/305 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J Truss Type Jack-Closed Qty 3 Ply 1 Parkhill Model Job Reference (optional) I37189771 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 14:42:24 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-F1ffEWMqDIrBLci2lySuhjsE7xNNL1fF4QNrLfzDazT Scale = 1:28.3 1 2 3 4 1.5x4 1.5x4 4x8 -1-0-0 1-0-0 6-0-0 6-0-0 0-7-124-7-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.13 0.03 (loc) 4-7 4-7 2 l/defl >600 >525 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 Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=257/Mechanical, 2=339/0-3-8 Max Horz 2=135(LC 10) Max Uplift 4=-63(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J01 Truss Type Jack-Closed Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189772 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 14:42:45 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-73Qbehd?HlVCMro4UsKq18EmPOVrmXsLvBySaxzDaz8 Scale: 3/8"=1' 1 2 3 4 8 9 1.5x4 1.5x45x9 -1-0-0 1-0-0 0-5-3 0-5-3 7-0-0 6-6-13 0-7-125-3-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.73 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.25 0.05 (loc) 4-7 4-7 2 l/defl >668 >324 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=303/Mechanical, 2=384/0-3-8 Max Horz 2=155(LC 10) Max Uplift 4=-73(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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 2-7-5, Exterior(2) 2-7-5 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 4. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J02 Truss Type Jack-Closed Qty 5 Ply 1 Parkhill Model Job Reference (optional) I37189773 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 14:43:05 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-Ywe9rXsYZu0NmvKwf3hWrM3EnSMzSapHVIoWGnzDayq Scale = 1:28.3 1 2 3 4 1.5x4 1.5x4 4x8 -1-0-0 1-0-0 6-0-0 6-0-0 0-7-124-7-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.13 0.03 (loc) 4-7 4-7 2 l/defl >999 >525 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 Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=257/Mechanical, 2=339/0-3-8 Max Horz 2=135(LC 10) Max Uplift 4=-63(LC 10) Max Grav 4=258(LC 18), 2=339(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J03 Truss Type Jack-Closed Qty 9 Ply 1 Parkhill Model Job Reference (optional) I37189774 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:07 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-i1y2Ie1dchEjIrA9mg1My524ZycykYSr2c?vJ6zDeHc Scale = 1:28.2 1 2 3 4 7 6 5 1.5x4 4x4 1.5x4 3x6 6x6 1.5x4 1.5x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 6-0-0 3-8-8 0-7-124-7-123-7-121-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-0-0], [2:0-3-6,0-1-15], [2:0-1-8,0-2-4], [6:0-1-13,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.18 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=231/Mechanical, 2=357/0-3-8 Max Horz 2=134(LC 10) Max Uplift 5=-49(LC 10), 2=-5(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/3 BOT CHORD 5-6=-97/386 WEBS 3-5=-394/98, 2-6=-89/332 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J04 Truss Type Jack-Closed Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189775 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 13:58:30 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-MHVuQsUcX??wLqKpSmCDwFm699OJClaYOdJTuKzDbcd Scale = 1:27.9 1 2 3 4 5 1.5x4 1.5x4 3x6 3x4 -1-0-0 1-0-0 5-10-15 5-10-15 0-7-124-7-18.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.03 (loc) 5-8 5-8 2 l/defl >999 >549 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=253/Mechanical, 2=336/0-3-8 Max Horz 2=134(LC 10) Max Uplift 5=-62(LC 10) Max Grav 5=254(LC 18), 2=336(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 5. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J05 Truss Type Jack-Closed Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189776 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 13:58:50 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-n8jScik9q8W4kusfczZvkTbbuDGZuoXV_k9XbAzDbcJ Scale = 1:19.1 1 2 3 4 1.5x4 1.5x43x6 -1-0-0 1-0-0 3-10-15 3-10-15 0-7-123-3-18.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.01 (loc) 4-7 4-7 2 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 Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=160/Mechanical, 2=249/0-3-8 Max Horz 2=93(LC 10) Max Uplift 4=-42(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 4. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J06 Truss Type Jack-Closed Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189777 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 13:59:04 2019 Page 184 Lumber-0783, Franklin, Indiana ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-NqZlYUuxXRH5Q2xLRvpBIQB_Ms2r97?ZCwYG5MzDbc5 Scale = 1:19.1 1 2 3 4 1.5x4 1.5x43x6 -1-0-0 1-0-0 0-5-3 0-5-3 3-10-15 3-5-12 0-7-123-3-18.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 4-7 4-7 2 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 Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=160/Mechanical, 2=249/0-3-8 Max Horz 2=93(LC 10) Max Uplift 4=-42(LC 10) Max Grav 4=162(LC 18), 2=249(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 4. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J07 Truss Type Jack-Closed Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189778 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:10 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-6ceBxg4VvccI9IvkRoa3akgboAgixxdHkaEZwQzDeHZ Scale = 1:19.2 1 2 3 4 7 6 5 1.5x4 3x4 1.5x4 3x6 6x6 1.5x4 1.5x4 2-3-8 2-3-8 3-10-15 1-7-7 -1-0-0 1-0-0 2-3-8 2-3-8 3-10-15 1-7-7 0-7-123-3-12-3-11-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-0-0], [2:0-3-6,0-1-15], [2:0-1-8,0-2-4], [6:0-1-13,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=128/Mechanical, 2=272/0-3-8 Max Horz 2=92(LC 10) Max Uplift 5=-25(LC 10), 2=-16(LC 10) Max Grav 5=129(LC 18), 2=275(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J08 Truss Type Jack-Closed Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189779 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:10 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-6ceBxg4VvccI9IvkRoa3akgdlAg1xxHHkaEZwQzDeHZ Scale = 1:12.6 1 2 3 4 1.5x4 1.5x43x6 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-7-121-11-18.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=60/Mechanical, 2=169/0-3-8 Max Horz 2=53(LC 10) Max Uplift 4=-20(LC 10), 2=-5(LC 10) Max Grav 4=60(LC 1), 2=189(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss J09 Truss Type Jack-Closed Qty 4 Ply 1 Parkhill Model Job Reference (optional) I37189780 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:11 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-aoCZ8057gvk9mSUw?W6I7xDoVa?GgOWQzEz7StzDeHY Scale = 1:12.6 1 2 3 4 1.5x4 1.5x43x6 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-7-121-11-18.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=60/Mechanical, 2=169/0-3-8 Max Horz 2=53(LC 10) Max Uplift 4=-20(LC 10), 2=-5(LC 10) Max Grav 4=63(LC 18), 2=189(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss LG Truss Type LAY-IN-GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189781 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:12 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-2?mxLM5mRDs?Oc36ZDdXf9l_AzLNPqraCujg_JzDeHX Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 4x4 3x4 3x419-0-0 19-0-0 9-6-0 9-6-0 19-0-0 9-6-0 11-5-014.42 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 6-16,5-18,7-15: 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 6-16, 5-18, 7-15 REACTIONS. All bearings 19-0-0. (lb) - Max Horz 1=-225(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 18, 21, 15, 12 except 1=-133(LC 8), 19=-102(LC 10), 20=-102(LC 10), 14=-103(LC 11), 13=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 11, 16, 18, 19, 20, 21, 15, 14, 13, 12 except 1=262(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-345/218, 2-3=-252/173, 10-11=-317/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-12 to 3-6-0, Interior(1) 3-6-0 to 6-6-0, Exterior(2) 6-6-0 to 12-6-0, Interior(1) 12-6-0 to 15-6-0, Exterior(2) 15-6-0 to 18-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 18, 21, 15, 12 except (jt=lb) 1=133, 19=102, 20=102, 14=103, 13=102. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss LGA Truss Type GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189782 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:13 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-WBJKZi6OCX_s0mdJ7w8mCMI?zNht85njQYSDWlzDeHW Scale = 1:69.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 38 39 40 41 3x4 5x6 4x6 2x4 3x4 2x4 2x4 5x9 26-6-0 26-6-0 9-0-0 9-0-0 26-6-0 17-6-0 28-0-0 1-6-0 28-2-8 0-2-8 30-0-0 1-9-8 30-2-8 0-2-8 32-1-13 1-11-5 10-9-135-9-1410-9-1314.42 12 Plate Offsets (X,Y)-- [6:0-1-6,0-1-2], [6:0-2-11,Edge], [7:0-1-2,0-1-6], [14:0-3-0,Edge], [18:0-6-8,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.02 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 230 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 14-18: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-20: 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 4-35,3-36,2-37: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 8-5-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-18, 19-22. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 19-23, 9-30, 8-31, 7-33, 5-34, 10-29, 11-28 , 12-27, 13-26 JOINTS 1 Brace at Jt(s): 22, 19, 18, 21, 38 REACTIONS. All bearings 26-6-0. (lb) - Max Horz 1=317(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 33, 35, 37, 29, 28, 27, 26 except 1=-149(LC 8), 23=-292(LC 7), 34=-105(LC 10), 36=-103(LC 10), 24=-213(LC 1) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except 1=375(LC 10), 23=1060(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-488/400, 2-3=-402/336, 3-4=-285/246 WEBS 19-23=-1053/296, 17-19=-1083/299, 18-20=-87/315 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-12 to 3-3-0, Interior(1) 3-3-0 to 6-0-0, Exterior(2) 6-0-0 to 12-0-0, Interior(1) 12-0-0 to 29-1-0, Exterior(2) 29-1-0 to 32-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 33, 35, 37, 29, 28, 27, 26 except (jt=lb) 1=149, 23=292, 34=105, 36=103, 24=213. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss LGB Truss Type LAY-IN-GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189783 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:14 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-_Ntim170yq6jdvCVgef?larJcn1vtkRsfCCn3CzDeHV Scale = 1:46.6 1 2 3 4 5 6 7 12 11 10 9 83x4 4x4 3x4 13-0-0 13-0-0 6-6-0 6-6-0 13-0-0 6-6-0 7-9-1214.42 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-0-0. (lb) - Max Horz 1=-152(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 12=-120(LC 10), 8=-121(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 9 except (jt=lb) 12=120, 8=121. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss LGC Truss Type LAY-IN-GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189784 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:15 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-TaR4_N8ej8EaF3nhELAEHnNVQBNDcAA0usxKbezDeHU Scale = 1:56.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x4 4x4 3x4 3x4 10-10-5 10-10-5 13-3-3 2-4-14 7-10-0 7-10-0 13-3-3 5-5-3 9-5-02-10-1114.42 12 14.42 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.03 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. All bearings 13-3-3. (lb) - Max Horz 1=175(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 9 except 8=-109(LC 9), 10=-128(LC 11), 13=-102(LC 10), 14=-102(LC 10), 11=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 10, 12, 13, 14, 15, 11, 9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/193 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 4-10-0, Exterior(2) 4-10-0 to 13-0-14 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 9 except (jt=lb) 8=109, 10=128, 13=102, 14=102, 11=109. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 9. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss LGD Truss Type LAY-IN-GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189785 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:16 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-xm?SBj8GUSMRtDMuo3hTq?wgObjULdZ96Wht74zDeHT Scale = 1:43.9 1 2 3 4 5 6 7 8 9 10 11 12 23 2221 20 19 18 17 16 15 14 13 24 25 3x4 4x4 3x4 3x4 3x4 3x4 2-10-13 2-10-13 3-1-3 0-2-6 13-10-8 10-9-5 17-11-13 4-1-5 3-1-3 3-1-3 16-1-3 13-0-0 17-11-13 1-10-10 7-2-83-5-13 3-5-134-11-57-2-814.42 12 14.42 12 Plate Offsets (X,Y)-- [10:0-1-5,Edge], [12:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.03 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-11-13. (lb) - Max Horz 1=71(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 22, 15, 18, 19, 20, 17, 16, 14, 13, 21 except 23=-101(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 22, 15, 18, 19, 20, 23, 17, 16, 14, 13, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-4 to 7-4-1, Interior(1) 7-4-1 to 11-10-4, Exterior(2) 11-10-4 to 17-9-9 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 9) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 12, 22, 18, 19, 20, 23, 17, 16, 14, 13, and 21. This connection is for uplift only and does not consider lateral forces. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 12, 23, 14, 13. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss LGE Truss Type LAY-IN-GALE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189786 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:17 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-PyZqP39uFlUIUNx4MmCiMCSqM_2Y45yJLAQRfWzDeHS Scale = 1:31.4 1 2 3 5 42x4 1.5x4 1.5x41.5x4 1.5x4 4-8-8 4-8-8 5-7-1414.42 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=86/4-8-8, 4=56/4-8-8, 5=241/4-8-8 Max Horz 1=155(LC 10) Max Uplift 1=-7(LC 8), 4=-31(LC 10), 5=-133(LC 10) Max Grav 1=137(LC 10), 4=62(LC 17), 5=266(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=133. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss PB Truss Type PIGGYBACK Qty 5 Ply 1 Parkhill Model Job Reference (optional) I37189787 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:18 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-t97CcPAW03c96XWGvUkxvQ?yuOMrpWCSaqA_CzzDeHR Scale = 1:41.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x4 3x4 5x61.5x4 1.5x4 1.5x4 1.5x4 3x4 19-5-4 19-5-4 9-8-10 9-8-10 19-5-4 9-8-10 0-4-76-4-40-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-11-6. (lb) - Max Horz 2=-121(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-112(LC 10), 8=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=357(LC 21), 10=525(LC 18), 8=524(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-368/164, 5-8=-368/164 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 6-8-10, Exterior(2) 6-8-10 to 12-8-10, Interior(1) 12-8-10 to 16-1-9, Exterior(2) 16-1-9 to 19-1-9 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=112, 8=112. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss PB1 Truss Type PIGGYBACK Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189788 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-LLhbplB9nNk0kh5STBFASdY7ooi3Y_ecpUvYkPzDeHQ Scale = 1:41.2 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 3x4 3x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 19-5-4 19-5-4 9-2-10 9-2-10 10-2-10 1-0-0 19-5-4 9-2-10 0-4-76-0-46-1-120-1-80-4-70-1-86-0-48.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [6:0-2-0,0-2-3], [11:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.16 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-11-6. (lb) - Max Horz 2=116(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 12=-108(LC 10), 10=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=356(LC 21), 12=516(LC 18), 10=516(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-358/160, 7-10=-358/159 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 3-3-2, Interior(1) 3-3-2 to 4-11-11, Exterior(2) 4-11-11 to 14-5-9, Interior(1) 14-5-9 to 16-2-2, Exterior(2) 16-2-2 to 19-2-2 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 12 and 108 lb uplift at joint 10. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss PB2 Truss Type PIGGYBACK Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189789 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-LLhbplB9nNk0kh5STBFASdY70oi5Y_scpUvYkPzDeHQ Scale = 1:33.6 12 3 4 5 6 7 8 9 12 11 101314 3x4 3x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 19-5-4 19-5-4 7-2-10 7-2-10 12-2-10 5-0-0 19-5-4 7-2-10 0-4-74-8-44-9-120-1-80-4-70-1-84-8-48.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [6:0-2-0,0-2-3], [11:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 17-11-6. (lb) - Max Horz 2=90(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=372(LC 2), 12=496(LC 18), 10=495(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-348/138, 7-10=-347/135 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 10. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss PB3 Truss Type GABLE Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189790 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:22 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-lwMjSmD14I7bb8p18Jot3GAdV?kflL52VS8CLkzDeHN Scale = 1:33.3 12 3 4 5 6 7 8 9 12 11 10 3x4 3x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 19-5-4 19-5-4 5-2-10 5-2-10 14-2-10 9-0-0 19-5-4 5-2-10 0-4-73-4-43-5-120-1-80-4-70-1-83-4-48.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [7:0-2-0,0-2-3], [11:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.17 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-11-6. (lb) - Max Horz 2=-65(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 12, 10, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=299(LC 1), 11=321(LC 1), 12=382(LC 1), 10=382(LC 1), 8=299(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-267/87, 4-12=-259/87, 6-10=-259/75 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 12, 10, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss PB4 Truss Type PIGGYBACK Qty 2 Ply 1 Parkhill Model Job Reference (optional) I37189791 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:24 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-iJUUtSFHcvNJqSzQGkrL9hF?5pQCDFhLyldJPczDeHL Scale = 1:33.3 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x4 4x4 3x4 3x4 3x4 19-5-4 19-5-4 19-5-4 19-5-4 0-4-72-0-42-1-120-1-80-4-70-1-82-0-48.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-11-6. (lb) - Max Horz 2=38(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 11, 8, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 15, 10 except 12=383(LC 1), 14=302(LC 1), 11=302(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-296/77 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-2 to 7-5-9, Interior(1) 7-5-9 to 11-11-11, Exterior(2) 11-11-11 to 19-2-2 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 11, 8, 15. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V Truss Type VALLEY Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189792 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:25 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-AV2s4oFvNDV9ScYcqSMahuo7mDlGyhlUBPMsx3zDeHK Scale = 1:47.2 1 2 3 4 5 10 9 8 7 6 11 12 13 3x4 5x6 1.5x4 1.5x43x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-12 0-0-12 18-1-6 18-0-10 13-10-6 13-10-6 18-1-6 4-3-0 0-0-44-7-77-5-74.00 12 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.18 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-0-10. (lb) - Max Horz 1=213(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=422(LC 3), 8=431(LC 18), 10=503(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-323/82, 3-8=-366/88, 2-10=-382/112 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 14-11-10, Exterior(2) 14-11-10 to 17-11-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6, 7, 8, and 10. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V1 Truss Type VALLEY Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189793 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-ehcEH8GY8Wd03l7pN9tpE6KIEd5Vh9feQ36PUVzDeHJ Scale = 1:36.9 1 2 3 4 7 6 5 8 9 10 113x4 5x6 1.5x4 1.5x41.5x41.5x4 1.5x4 0-0-12 0-0-12 14-1-6 14-0-10 9-10-6 9-10-6 14-1-6 4-3-0 0-0-43-3-76-1-74.00 12 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.18 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-0-10. (lb) - Max Horz 1=173(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=356(LC 18), 7=565(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-285/73, 2-7=-445/118 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 10-11-10, Exterior(2) 10-11-10 to 13-11-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V2 Truss Type GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189794 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-ehcEH8GY8Wd03l7pN9tpE6KHRd5Ph9veQ36PUVzDeHJ Scale = 1:28.6 1 2 3 5 4 6 7 8 2x4 5x6 1.5x4 1.5x41.5x4 0-0-12 0-0-12 10-1-6 10-0-10 5-10-6 5-10-6 10-1-6 4-3-0 0-0-41-11-74-9-74.00 12 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.18 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=212/10-0-10, 4=146/10-0-10, 5=454/10-0-10 Max Horz 1=132(LC 12) Max Uplift 1=-11(LC 8), 4=-42(LC 12), 5=-32(LC 12) Max Grav 1=234(LC 18), 4=153(LC 21), 5=497(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-373/95 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 6-11-10, Exterior(2) 6-11-10 to 9-11-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V3 Truss Type Valley Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189795 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:27 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-6tAcVUHAvqlthvi?xtO2mJtTo0RZQdUnejrz0xzDeHI Scale = 1:19.3 1 2 3 2x4 1.5x4 1.5x4 4-11-3 4-11-3 0-0-43-3-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=194/4-10-13, 3=194/4-10-13 Max Horz 1=87(LC 10) Max Uplift 3=-42(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V4 Truss Type Valley Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189796 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-a4j_iqIof8tkJ3HBVavHJXQifQp_94kwtNbWYOzDeHH Scale = 1:12.7 1 2 3 2x4 1.5x4 1.5x4 2-11-3 2-11-3 0-0-41-11-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=104/2-10-13, 3=104/2-10-13 Max Horz 1=47(LC 10) Max Uplift 3=-23(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V5 Truss Type Valley Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189797 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-a4j_iqIof8tkJ3HBVavHJXQj_Qph94kwtNbWYOzDeHH Scale = 1:7.0 1 2 3 4x6 1-3-3 1-3-3 0-0-40-10-28.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-0-0], [1:0-2-9,0-2-4], [2:0-1-12,0-1-3], [3:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=29/1-2-13, 3=29/1-2-13 Max Horz 1=13(LC 10) Max Uplift 3=-6(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V6 Truss Type VALLEY Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189798 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-2GHNwAJQQR?bwDsN3HQWskyraq89uX_461K34qzDeHG Scale = 1:22.7 1 2 3 4 5 3x4 4x6 2x4 1.5x4 0-0-12 0-0-12 6-1-6 6-0-10 1-10-6 1-10-6 6-1-6 4-3-0 0-0-40-7-73-5-74.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=-37/6-0-10, 2=303/6-0-10, 4=168/6-0-10 Max Horz 1=92(LC 12) Max Uplift 1=-51(LC 21), 2=-7(LC 12), 4=-43(LC 12) Max Grav 1=11(LC 12), 2=307(LC 18), 4=168(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-11-5 to 1-10-9, Interior(1) 1-10-9 to 2-11-10, Exterior(2) 2-11-10 to 5-11-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V7 Truss Type GABLE Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189799 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-WSrl7WJ2Bl7SYNRac?xlOyV2nEUFd_DDKh4ddGzDeHF Scale = 1:13.5 1 2 3 2x4 1.5x4 1.5x4 3-2-3 3-2-3 0-0-42-1-78.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=115/3-1-13, 3=115/3-1-13 Max Horz 1=52(LC 10) Max Uplift 3=-25(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. May 23,2019 11/25/19 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15233 Truss V8 Truss Type VALLEY Qty 1 Ply 1 Parkhill Model Job Reference (optional) I37189800 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 10:56:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:fVgpWLg_uBxHMbZ6GL8DMZzG1Iq-WSrl7WJ2Bl7SYNRac?xlOyV3OEU6d_DDKh4ddGzDeHF Scale = 1:7.9 1 2 3 2x4 4x6 1-6-3 1-6-3 0-0-41-0-28.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-0], [2:0-5-0,0-1-8], [3:0-1-7,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=40/1-5-13, 3=40/1-5-13 Max Horz 1=18(LC 10) Max Uplift 3=-9(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. May 23,2019 11/25/19 Mike Sheeks PRODUCT CODE APPROVALS LATERAL BRACING LOCATION Indicates 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 platewidth measured perpendicularto 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 CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20 software 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.6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths 11/25/19 Mike Sheeks