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HomeMy WebLinkAboutM003.016023 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. June 22,2021 Liu, Xuegang Pages or sheets covered by this seal: I46671980 thru I46671998 My license renewal date for the state of Indiana is July 31, 2022. 25075-25075A TG94 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss A01 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671980 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-_7LfgEvsqW5XGaSC8auiZwLrX83bL5c47LGKuFz4?rq Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 32 31 30 2928 27 26 25 24 23 22 41 42 43 44 45 33 37 35 34 36 38 39 40 52 53 54 3x6 5x9 3x6 5x6 4x4 5x6 4x8 3x4 4x8 4x8 4x8 4x8 3x4 4x4 6x6 7-11-0 7-11-0 9-3-8 1-4-8 15-10-0 6-6-8 18-6-8 2-8-8 27-10-0 9-3-8 -0-10-0 0-10-0 6-11-8 6-11-8 7-11-0 0-11-8 13-11-0 6-0-0 20-10-8 6-11-8 27-10-0 6-11-8 28-8-0 0-10-0 0-7-59-10-100-7-58.00 12 Plate Offsets (X,Y)-- [31:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.58 0.48 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.09 (loc) 32-48 32-48 2 32-48 l/defl >999 >972 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-31: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-32,31-32. JOINTS 1 Brace at Jt(s): 33, 34, 35, 41, 42 REACTIONS.All bearings 12-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=188(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 29, 27, 25, 24, 23, 22 except 30=-355(LC 19) Max Grav All reactions 250 lb or less at joint(s) 28, 20, 29, 27, 26, 25, 24, 23, 22, 20 except 2=793(LC 20), 31=1016(LC 20), 31=676(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-849/81, 4-5=-287/127 BOT CHORD 2-32=-85/749, 31-32=-85/749 WEBS 5-39=-136/261, 4-39=-871/211, 38-39=-726/136, 33-38=-766/158, 33-36=-794/173, 34-36=-809/184, 34-40=-822/177, 31-40=-892/191, 4-32=0/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 16-7-0, Interior(1) 16-7-0 to 25-8-0, Exterior(2E) 25-8-0 to 28-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 29, 27, 25, 24, 23, 22, 20 except (jt=lb) 30=355.June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss A02 Truss Type Common Qty 17 Ply 1 TG94 Job Reference (optional) I46671981 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-SKv1uavVbqDNtk1PiIPx67u1UXIY4YBEM??tQiz4?rp Scale = 1:61.7 1 2 3 4 5 6 7 89 12 11 10 19 20 21 22 23 24 25 26 3x6 5x6 3x6 5x6 3x6 4x4 1.5x4 4x4 1.5x4 5x6 9-3-8 9-3-8 18-6-8 9-2-15 27-10-0 9-3-8 -0-10-0 0-10-0 6-11-8 6-11-8 13-11-0 6-11-8 20-10-8 6-11-8 27-10-0 6-11-8 28-8-0 0-10-0 0-7-59-10-100-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.56 0.88 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.36 0.04 0.05 (loc) 10-12 10-12 8 12-15 l/defl >999 >921 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-11: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-190(LC 10) Max Uplift 2=-85(LC 12), 8=-85(LC 13) Max Grav 2=1340(LC 24), 8=1340(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1777/132, 3-5=-1651/186, 5-7=-1650/186, 7-8=-1776/133 BOT CHORD 2-12=-135/1538, 10-12=0/1002, 8-10=-21/1406 WEBS 5-10=-105/831, 7-10=-393/223, 5-12=-105/833, 3-12=-392/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 10-11-0, Exterior(2R) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-8-0, Exterior(2E) 25-8-0 to 28-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss A03 Truss Type Roof Special Qty 3 Ply 1 TG94 Job Reference (optional) I46671982 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:04 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-Oi1nJGxl7RT571BnpiSQBYzNoL4oYPbXpJU_Uaz4?rn Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 25 26 4x8 5x6 3x6 3x6 3x4 1.5x4 8x12 3x6 1.5x4 4x8 5x6 4x4 5x6 5x9 5x6 4x8 6-11-8 6-11-8 13-11-0 6-11-8 14-7-8 0-8-8 17-7-8 3-0-0 20-10-8 3-3-0 27-10-0 6-11-8 -0-10-0 0-10-0 6-11-8 6-11-8 13-11-0 6-11-8 14-7-8 0-8-8 17-7-8 3-0-0 20-10-8 3-3-0 27-10-0 6-11-8 28-8-0 0-10-0 0-7-59-10-100-7-52-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-2-10,Edge], [8:0-2-10,0-1-8], [10:0-3-8,Edge], [14:0-5-8,0-1-0], [15:0-2-4,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.51 0.51 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.08 0.05 (loc) 16-18 16-18 10 12-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 2=0-3-8 Max Horz 2=190(LC 11) Max Uplift 10=-83(LC 13), 2=-83(LC 12) Max Grav 10=1166(LC 1), 2=1166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1601/113, 3-5=-1353/135, 5-6=-1138/149, 6-7=-1329/146, 7-9=-1797/142, 9-10=-1581/115 BOT CHORD 2-18=-120/1247, 14-15=0/1440, 7-14=-52/631, 10-12=-3/1222 WEBS 3-15=-310/153, 5-15=-65/918, 7-15=-658/106, 12-14=0/1431, 9-14=-10/321, 9-12=-662/62, 15-18=-131/1258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 10-11-0, Exterior(2R) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-8-0, Exterior(2E) 25-8-0 to 28-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss A04 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671983 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-K59Yjyy?f3kpMLLAx7UuGz2l79qZ0OqqHdz5ZTz4?rl Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 36 34 33 32 31 30 2928 27 26 25 24 23 22 44 45 46 47 48 37 40 38 39 41 42 43 55 35 3x6 5x9 3x6 5x6 3x6 4x4 5x6 4x8 4x8 4x8 4x8 4x8 4x8 3x4 4x4 6-4-0 6-4-0 9-3-8 2-11-8 12-4-8 3-1-0 18-6-8 6-2-0 27-10-0 9-3-8 -0-10-0 0-10-0 6-4-0 6-4-0 6-11-8 0-7-8 13-11-0 6-11-8 20-10-8 6-11-8 27-10-0 6-11-8 28-8-0 0-10-0 0-7-59-10-100-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.33 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.04 (loc) 36-51 36-51 2 36-51 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-31: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-36,35-36,34-35. WEBS 1 Row at midpt 9-33 JOINTS 1 Brace at Jt(s): 37, 38, 40, 44, 45 REACTIONS.All bearings 15-5-8 except (jt=length) 2=0-3-8, 35=0-3-8. (lb) - Max Horz 2=188(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 20, 32, 30, 29, 27, 25, 24, 23, 22 except 34=-221(LC 12) Max Grav All reactions 250 lb or less at joint(s) 28, 20, 33, 32, 30, 29, 27, 26, 25, 24, 23, 22, 20 except 2=563(LC 1), 34=265(LC 20), 35=363(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/81 BOT CHORD 2-36=-96/487, 35-36=-96/487, 34-35=-96/487 WEBS 3-43=-460/127, 42-43=-453/124, 37-42=-530/168, 37-41=-516/159, 39-41=-534/174, 34-39=-577/188, 3-36=0/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 16-7-0, Interior(1) 16-7-0 to 25-8-0, Exterior(2E) 25-8-0 to 28-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 20, 32, 30, 29, 27, 25, 24, 23, 22, 20 except (jt=lb) 34=221.June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss B01 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671984 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-lgqgMz?uxz6ODp3lcG2bucgKQMuEDmeGzbClAoz4?ri Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 4x4 3x4 3x6 5x6 5x6 3x4 21-8-0 21-8-0 -0-10-0 0-10-0 10-10-0 10-10-0 21-8-0 10-10-0 22-6-0 0-10-0 0-4-94-10-120-4-95.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [13:0-3-0,0-3-0], [24:0-2-4,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-0. (lb) - Max Horz 2=-64(LC 19) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-0 to 2-2-0, Exterior(2N) 2-2-0 to 7-10-0, Corner(3R) 7-10-0 to 13-10-0 , Exterior(2N) 13-10-0 to 19-6-0, Corner(3E) 19-6-0 to 22-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss B02 Truss Type Common Qty 3 Ply 1 TG94 Job Reference (optional) I46671985 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-DsO2ZJ0WiHEFryexAzZqRpDP?m?2y8WPCFyJiEz4?rh Scale = 1:37.4 1 2 3 4 5 6 7 9 8 16 17 18 19 5x6 3x8 MT18HS 4x8 5x6 6x6 6x6 5x6 10-10-0 10-10-0 21-8-0 10-10-0 -0-10-0 0-10-0 5-5-0 5-5-0 10-10-0 5-5-0 16-3-0 5-5-0 21-8-0 5-5-0 22-6-0 0-10-0 0-4-94-10-120-4-95.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [3:0-3-0,0-3-4], [5:0-3-0,0-3-4], [6:0-1-1,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.47 0.97 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.05 0.05 (loc) 9-12 9-15 6 9-12 l/defl >999 >563 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 72 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 BRACING- TOP CHORD Sheathed or 4-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-64(LC 15) Max Uplift 2=-80(LC 14), 6=-80(LC 15) Max Grav 2=944(LC 21), 6=944(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1768/255, 3-4=-1242/164, 4-5=-1242/164, 5-6=-1768/255 BOT CHORD 2-9=-171/1612, 6-9=-171/1612 WEBS 4-9=0/646, 5-9=-612/178, 3-9=-612/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 7-10-0, Exterior(2R) 7-10-0 to 13-10-0, Interior(1) 13-10-0 to 19-6-0, Exterior(2E) 19-6-0 to 22-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss C01 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671986 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-9FWp_?1mEuUz4GoKHObIWEIlFZoyQ6fifYRPm7z4?rf Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 14 13 12 1516 17 24 25 26 27 4x8 5x6 4x4 6x6 5-3-8 5-3-8 7-11-0 2-7-8 10-7-0 2-8-0 15-10-0 5-3-0 -0-10-0 0-10-0 5-3-8 5-3-8 7-11-0 2-7-8 15-10-0 7-11-0 16-8-0 0-10-0 0-7-55-10-100-7-58.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [14:0-3-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.48 0.56 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.41 0.03 0.05 (loc) 14-20 14-20 2 14-20 l/defl >636 >309 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-14. JOINTS 1 Brace at Jt(s): 15 REACTIONS.All bearings 5-6-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=113(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 except 13=-363(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 12, 10 except 2=474(LC 1), 14=732(LC 5), 14=635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/75 BOT CHORD 2-14=-43/329 WEBS 3-16=-326/126, 15-16=-296/126, 15-17=-314/126, 14-17=-348/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 4-11-0, Exterior(2R) 4-11-0 to 10-11-0, Interior(1) 10-11-0 to 13-8-0, Exterior(2E) 13-8-0 to 16-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 13=363. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss C02 Truss Type Common Qty 1 Ply 1 TG94 Job Reference (optional) I46671987 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-dR4BBL2O?CcqiQNWr56X3Srswz8E9ZasuCAzJZz4?re Scale = 1:37.4 1 2 3 4 5 6 13 14 15 16 17 18 5x6 5x6 1.5x4 5x6 7-11-0 7-11-0 15-10-0 7-11-0 -0-10-0 0-10-0 7-11-0 7-11-0 15-10-0 7-11-0 16-8-0 0-10-0 0-7-55-10-100-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.55 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.03 0.10 (loc) 6-9 6-9 2 6-9 l/defl >999 >869 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=113(LC 11) Max Uplift 2=-54(LC 12), 4=-54(LC 13) Max Grav 2=780(LC 20), 4=780(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/96, 3-4=-860/96 BOT CHORD 2-6=0/658, 4-6=0/658 WEBS 3-6=0/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 4-11-0, Exterior(2R) 4-11-0 to 10-11-0, Interior(1) 10-11-0 to 13-8-0, Exterior(2E) 13-8-0 to 16-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss D01 Truss Type Common Qty 2 Ply 1 TG94 Job Reference (optional) I46671988 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-5deZPh30mWkgKayiPpdmbfN6gNXnu0T?7swWr?z4?rd Scale = 1:31.2 1 2 3 4 5 7 6 14 15 5x6 3x6 1.5x4 5x6 5x6 6-4-0 6-4-0 12-8-0 6-4-0 -0-10-0 0-10-0 6-4-0 6-4-0 12-8-0 6-4-0 13-6-0 0-10-0 0-7-54-10-00-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.42 0.34 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.02 0.05 (loc) 6-13 6-13 2 6-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=-92(LC 10) Max Uplift 2=-46(LC 12), 4=-46(LC 13) Max Grav 2=557(LC 1), 4=557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-585/103, 3-4=-585/103 BOT CHORD 2-6=0/407, 4-6=0/407 WEBS 3-6=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 3-4-0, Exterior(2R) 3-4-0 to 9-4-0, Interior(1) 9-4-0 to 10-6-0, Exterior(2E) 10-6-0 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss D02 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671989 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-aqCxc13eXpsXxkXuyW8?8twMxnxqdUF8LWf4NRz4?rc Scale = 1:30.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 4x4 5x6 3x6 5x6 12-8-0 12-8-0 -0-10-0 0-10-0 6-4-0 6-4-0 12-8-0 6-4-0 13-6-0 0-10-0 0-7-54-10-00-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-0. (lb) - Max Horz 2=-92(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 17, 18, 19, 10, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-0 to 2-4-0, Exterior(2N) 2-4-0 to 3-4-0, Corner(3R) 3-4-0 to 9-4-0, Exterior(2N) 9-4-0 to 10-4-0, Corner(3E) 10-4-0 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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, 17, 18, 19, 14, 13, 12. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss E01 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671990 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-20mKqN4HI7_OZt65WEgEg4TXhBHvMwYIaAPdvuz4?rb Scale = 1:25.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x4 5x6 5x6 10-7-0 10-7-0 -0-10-0 0-10-0 5-3-8 5-3-8 10-7-0 5-3-8 11-5-0 0-10-0 0-7-54-1-100-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.04 0.03 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 90 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-7-0. (lb) - Max Horz 2=-79(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-0 to 2-2-0, Corner(3R) 2-2-0 to 8-5-0, Corner(3E) 8-5-0 to 11-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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, 8, 13, 14, 11, 10. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M01 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671991 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-WCJi1i5v3R6FB1gH4xBTDI?fpab85NMRpq8ASKz4?ra Scale = 1:18.4 1 2 3 4 5 6 10 9 8 7 11 3x4 -0-10-0 0-10-0 8-8-0 8-8-0 0-3-113-2-64.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-0. (lb) - Max Horz 2=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 except 10=516(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-407/309 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-0 to 2-2-0, Exterior(2N) 2-2-0 to 5-6-4, Corner(3E) 5-6-4 to 8-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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) 7, 2, 8, 9, 10. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M02 Truss Type Monopitch Qty 7 Ply 1 TG94 Job Reference (optional) I46671992 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-_Pt4F26XqkE6oBFTefiimVYmw_qoqm3b1Uuk_mz4?rZ Scale = 1:19.7 1 2 3 4 5 9 10 1.5x4 4x8 1.5x4 3x4 8-8-0 8-8-0 -0-10-0 0-10-0 4-4-0 4-4-0 8-8-0 4-4-0 0-3-113-2-62-10-140-3-83-2-64.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.53 0.59 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.01 0.02 (loc) 5-8 5-8 5 5-8 l/defl >744 >360 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-1-12, 5=0-1-8 Max Horz 2=98(LC 13) Max Uplift 2=-63(LC 10), 5=-48(LC 14) Max Grav 2=456(LC 21), 5=446(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-779/257 BOT CHORD 2-5=-256/739 WEBS 3-5=-774/312 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 5-6-4, Exterior(2E) 5-6-4 to 8-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 12.0 psf or 2.00 times flat roof load of 20.0 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M03 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671993 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:19 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-SbRSSO79b2MzQLqgBMDxIj50UOI1ZH4kG8dHWDz4?rY Scale = 1:15.2 1 2 3 4 5 8 7 6 9 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-11-0 0-11-0 6-0-0 6-0-0 0-3-112-3-114.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 2=69(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=353(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-282/227 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 2-10-4, Corner(3E) 2-10-4 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M04 Truss Type Monopitch Qty 2 Ply 1 TG94 Job Reference (optional) I46671994 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-wn?qfk7nMMUq2VPsl4kArwd46oXvIkytVoNq2fz4?rX Scale = 1:15.2 1 2 3 4 8 9 10 1.5x4 3x6 1.5x4 -0-11-0 0-11-0 6-0-0 6-0-0 0-3-112-3-112-0-30-3-82-3-114.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.62 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.00 0.06 (loc) 4-7 4-7 2 4-7 l/defl >752 >435 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-1-12, 4=0-1-8 Max Horz 2=70(LC 13) Max Uplift 2=-56(LC 10), 4=-32(LC 14) Max Grav 2=385(LC 21), 4=309(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-10-4, Exterior(2E) 2-10-4 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 12.0 psf or 2.00 times flat roof load of 20.0 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M05 Truss Type Monopitch Supported Gable Qty 2 Ply 1 TG94 Job Reference (optional) I46671995 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-O_ZDt48P6fdhff_2JnFPN8ADxCvx1BC1kS6Ob5z4?rW Scale = 1:14.9 1 2 3 4 1.5x4 1.5x4 3x4 -0-10-0 0-10-0 5-8-0 5-8-0 0-3-112-2-64.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.02 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=5-8-0, 2=5-8-0 Max Horz 2=65(LC 11) Max Uplift 4=-31(LC 14), 2=-52(LC 10) Max Grav 4=291(LC 21), 2=374(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-0 to 2-2-0, Exterior(2N) 2-2-0 to 2-6-4, Corner(3E) 2-6-4 to 5-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M06 Truss Type Monopitch Qty 6 Ply 1 TG94 Job Reference (optional) I46671996 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-sA7b4Q91tzlYHoZFtUmewLjRtbDRmeRAy6sx7Xz4?rV Scale = 1:14.6 1 2 3 4 8 9 1.5x4 3x4 1.5x4 5-8-0 5-8-0 -0-10-0 0-10-0 5-8-0 5-8-0 0-3-112-2-61-10-140-3-82-2-64.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.54 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.00 0.05 (loc) 4-7 4-7 2 4-7 l/defl >905 >521 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=65(LC 13) Max Uplift 2=-52(LC 10), 4=-31(LC 14) Max Grav 2=374(LC 21), 4=291(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-0 to 2-2-0, Interior(1) 2-2-0 to 2-6-4, Exterior(2E) 2-6-4 to 5-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 12.0 psf or 2.00 times flat roof load of 20.0 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M07 Truss Type GABLE Qty 1 Ply 1 TG94 Job Reference (optional) I46671997 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-LMhzImAgeHtPvy8RQCItTZFib?fzV52KBmbVf_z4?rU Scale: 1"=1' 1 2 3 4 6 5 1.5x4 1.5x4 3x4 1.5x4 1.5x4 -0-11-0 0-11-0 4-8-0 4-8-0 0-3-111-10-64.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=4-8-0, 2=4-8-0, 6=4-8-0 Max Horz 2=55(LC 11) Max Uplift 5=-20(LC 21), 2=-42(LC 10), 6=-39(LC 14) Max Grav 5=5(LC 14), 2=240(LC 21), 6=345(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-275/236 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25075-25075A Truss M08 Truss Type Monopitch Qty 5 Ply 1 TG94 Job Reference (optional) I46671998 8.510 s Jun 1 2021 MiTek Industries, Inc. Mon Jun 21 16:18:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:21s5VRR?OxG_WPECwA1higz445d-pZELV6AIPa?GW6jd_vp6?moqbPydEYxTQQL2CQz4?rT Scale: 1"=1' 1 2 3 4 1.5x4 3x4 1.5x4 -0-11-0 0-11-0 4-8-0 4-8-0 0-3-111-10-61-6-140-3-81-10-64.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.02 (loc) 4-7 4-7 2 4-7 l/defl >999 >975 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-1-12, 4=0-1-8 Max Horz 2=55(LC 13) Max Uplift 2=-51(LC 10), 4=-24(LC 14) Max Grav 2=331(LC 21), 4=234(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; 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 12.0 psf or 2.00 times flat roof load of 20.0 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. June 22,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths