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HomeMy WebLinkAbout289JGW - Trusses16023 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. March 10,2022 Garcia, Juan Pages or sheets covered by this seal: I50679535 thru I50679629 My license renewal date for the state of Indiana is July 31, 2022. 2200315 289JGW 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 2200315 Truss A01 Truss Type Piggyback Base Qty 5 Ply 1 289JGW Job Reference (optional) I50679535 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:27 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-sXJTmJGWfAAlHPXyimtAQlegSCX22G3c0O127Qzch5c Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 6x6 6x8 6x6 3x4 3x4 4x4 3x4 4x8 4x6 3x4 8x8 0-11-50-11-5 7-0-06-0-11 14-11-07-11-0 21-11-07-0-0 -3-4-8 3-4-8 0-11-5 0-11-5 7-0-0 6-0-11 14-11-0 7-11-0 21-11-0 7-0-0 22-9-8 0-10-8 2-0-82-7-210-8-01-4-010-8-07.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-0,0-2-12], [4:0-6-2,0-3-0], [5:0-4-2,0-3-0], [6:0-3-8,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.36 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=251(LC 15) Max Uplift 13=-67(LC 16), 8=-2(LC 16) Max Grav 13=1261(LC 39), 8=1340(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/79, 3-4=-1125/107, 4-5=-547/154, 5-6=-1203/99, 2-13=-1244/116, 6-8=-1263/102 BOT CHORD 10-12=-84/559, 9-10=0/623, 8-9=-115/335 WEBS 3-12=-866/84, 3-10=-75/320, 4-10=0/258, 5-9=0/278, 2-12=0/979, 6-9=-73/552 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 0-11-5, Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-11-0, Exterior(2) 14-11-0 to 17-11-0, Interior(1) 17-11-0 to 22-9-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss A02 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679536 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:29 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-owRDA_ImAoQTWjhLpBwfWAk2O0BeWCSvUiW9BIzch5a Scale: 3/16"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 6x6 6x6 6x8 5x12 MT18HS 4x4 4x8 4x4 4x8 3x4 6x6 1.5x4 0-11-50-11-5 7-0-06-0-11 14-11-07-11-0 21-11-07-0-0 -3-4-8 3-4-8 0-11-5 0-11-5 7-0-0 6-0-11 14-11-0 7-11-0 21-11-0 7-0-0 2-0-82-7-210-8-01-4-010-8-07.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [3:0-3-0,0-2-12], [4:0-4-2,0-3-0], [5:0-6-2,0-3-0], [6:Edge,0-1-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.41 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.01 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=239(LC 15) Max Uplift 12=-67(LC 16) Max Grav 12=1264(LC 39), 7=1211(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/58, 3-4=-1054/107, 4-5=-543/155, 5-6=-1195/93, 2-12=-979/207, 6-7=-1136/72 BOT CHORD 11-12=-115/418, 10-11=-117/449, 8-10=0/570, 7-8=-101/269 WEBS 4-10=0/255, 5-8=0/283, 6-8=-3/562, 3-11=-465/99, 3-10=0/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 0-11-5, Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-11-0, Exterior(2) 14-11-0 to 17-11-0, Interior(1) 17-11-0 to 21-9-11 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss B01 Truss Type Piggyback Base Qty 6 Ply 1 289JGW Job Reference (optional) I50679537 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:30 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-G6?bOKJOx5YJ8tGXNuRu2OGCEPYdFW?3jMGiklzch5Z Scale: 3/16"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 2223 24 25 26 27 28 29 306x6 6x6 6x8 6x8 3x4 4x4 6x6 4x4 4x8 3x4 1.5x4 4x8 1.5x4 0-11-50-11-5 7-0-06-0-11 14-11-07-11-0 19-11-05-0-0 23-11-04-0-0 -3-4-8 3-4-8 0-11-5 0-11-5 7-0-0 6-0-11 14-11-0 7-11-0 19-11-0 5-0-0 23-11-0 4-0-0 2-0-82-7-24-0-010-8-04-0-010-8-07.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [3:0-3-0,0-2-12], [4:0-4-2,0-3-0], [5:0-6-2,0-3-0], [6:0-5-4,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.36 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.18 0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6,6-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 11-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-12 REACTIONS. (size)8=0-3-8, 14=0-3-8 Max Horz 14=259(LC 15) Max Uplift 14=-63(LC 16) Max Grav 8=1290(LC 40), 14=1349(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-569/63, 3-4=-1152/98, 4-5=-622/146, 5-6=-1254/122, 7-8=-251/34, 2-14=-1012/217 BOT CHORD 13-14=-165/424, 12-13=-170/460, 10-12=-26/702, 9-10=-86/1073, 8-9=-84/1076 WEBS 4-12=0/306, 5-10=0/547, 6-10=-525/127, 6-8=-1451/80, 3-13=-555/72, 3-12=0/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 0-11-5, Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-11-0, Exterior(2) 14-11-0 to 17-11-0, Interior(1) 17-11-0 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss B02 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679538 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:32 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-CU7Mp0KfTjo1NAQvVJTM7pLXKDCbjMZLAglpodzch5X Scale: 3/16"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 2223 24 25 26 27 28 29 6x6 6x6 6x8 8x8 3x4 4x4 3x12 MT18HS 4x4 4x8 4x4 1.5x4 6x6 1.5x4 0-11-50-11-5 7-0-06-0-11 14-11-07-11-0 21-4-86-5-8 23-11-02-6-8 -3-4-8 3-4-8 0-11-5 0-11-5 7-0-0 6-0-11 14-11-0 7-11-0 21-4-8 6-5-8 23-11-0 2-6-8 2-0-82-7-22-0-1110-8-02-0-1110-8-07.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-12], [4:0-4-2,0-3-0], [5:0-6-2,0-3-0], [6:0-5-4,0-2-4], [14:0-3-8,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.46 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.18 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 6-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 11-14: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size)8=0-3-8, 14=0-3-8 Max Horz 14=246(LC 15) Max Uplift 14=-64(LC 16) Max Grav 8=1170(LC 41), 14=1367(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/62, 3-4=-1171/104, 4-5=-606/151, 5-6=-1320/100, 2-14=-1014/216 BOT CHORD 13-14=-127/431, 12-13=-129/468, 10-12=0/700, 9-10=-89/1670, 8-9=-83/1677 WEBS 3-12=0/428, 4-12=0/326, 5-10=0/506, 6-10=-1055/150, 6-8=-2018/87, 3-13=-560/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 0-11-5, Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-11-0, Exterior(2) 14-11-0 to 17-11-0, Interior(1) 17-11-0 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss C01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679539 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:33 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ghgk0MLHE0wu?K?620_bg0upPdeeS_cVPKUMK4zch5W Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 3x4 3x4 6x6 3x4 3x4 3x4 6x6 21-11-021-11-0 -0-10-8 0-10-8 7-0-0 7-0-0 14-11-0 7-11-0 21-11-0 7-0-0 22-9-8 0-10-8 1-4-010-8-01-4-010-8-016.00 12 Plate Offsets (X,Y)-- [6:0-2-13,Edge], [10:0-2-13,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.09 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 156 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 6-24, 9-21, 10-20 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 29=248(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 26, 27, 21, 19, 18 except 29=-278(LC 12), 16=-230(LC 13), 28=-171(LC 11), 17=-157(LC 10) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 26, 27, 21, 20, 19, 18 except 29=326(LC 13), 16=277(LC 12), 28=311(LC 12), 17=283(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-260/322, 10-11=-260/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 7-0-0, Corner(3) 7-0-0 to 10-0-0, Exterior(2) 10-0-0 to 14-11-0, Corner(3) 14-11-0 to 17-11-0, Exterior(2) 17-11-0 to 22-9-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 26, 27, 21, 19, 18 except (jt=lb) 29=278, 16=230, 28=171, 17=157. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss D01 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679540 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:35 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-d3oUR2NXmeAcEe8UAR13lRz4MQGBwttosezTPyzch5U Scale: 3/16"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 6x6 6x6 6x8 5x12 MT18HS 3x4 4x8 3x4 4x6 3x4 4x6 1.5x4 0-11-50-11-5 7-0-06-0-11 14-11-07-11-0 17-8-02-9-0 -3-4-8 3-4-8 0-11-5 0-11-5 7-0-0 6-0-11 14-11-0 7-11-0 17-8-0 2-9-0 2-0-82-7-210-8-07-0-06-6-310-8-07.00 12 16.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-12], [4:0-4-2,0-3-0], [5:0-6-2,0-3-0], [6:Edge,0-0-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.34 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.16 0.01 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 145 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 4-10, 5-8 REACTIONS. (size)12=0-3-8, 6=Mechanical Max Horz 12=278(LC 15) Max Uplift 12=-64(LC 16), 6=-26(LC 13) Max Grav 12=1046(LC 39), 6=914(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/60, 3-4=-874/100, 4-5=-411/150, 5-6=-464/180, 2-12=-885/208 BOT CHORD 11-12=-286/376, 10-11=-290/383, 8-10=-74/269 WEBS 5-10=-88/328, 5-8=-473/144, 6-8=-58/700, 3-11=-365/131, 3-10=-48/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -3-4-8 to -0-4-8, Interior(1) -0-4-8 to 0-11-5, Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-11-0, Exterior(2) 14-11-0 to 17-6-4 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 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss D02 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679541 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:37 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ZSwFskOnIFQKUyItHs3Xqs3TvEztOiF5KySaTrzch5S Scale = 1:65.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 2021 22 23 24 6x6 6x6 3x6 6x8 6x6 6x6 3x6 6x6 1.5x4 8x8 6x6 3x4 3x6 3x6 3x6 0-11-50-11-5 3-11-113-0-5 7-0-03-0-5 10-11-83-11-8 14-11-03-11-8 17-8-02-9-0 -3-6-0 3-6-0 0-11-5 0-11-5 3-11-11 3-0-5 7-0-0 3-0-5 10-11-8 3-11-8 14-11-0 3-11-8 17-8-0 2-9-0 2-0-82-7-210-8-07-0-010-8-07.00 12 16.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8], [7:0-2-12,0-1-4], [11:0-4-0,0-4-12] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.20 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.00 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 398 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-3: 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=Mechanical Max Horz 16=274(LC 11) Max Uplift 16=-52(LC 12), 9=-96(LC 9) Max Grav 16=2307(LC 35), 9=2341(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/148, 3-4=-2141/34, 4-5=-2195/109, 5-6=-1377/87, 6-7=-1377/87, 7-8=-1081/109, 2-16=-1100/305, 8-9=-2369/109 BOT CHORD 15-16=-222/331, 14-15=-219/460, 12-14=-172/1283, 11-12=-148/1321, 10-11=-83/623 WEBS 3-14=0/1054, 4-14=-423/64, 5-12=-75/1345, 5-11=-58/289, 6-11=-542/76, 7-11=-141/2094, 7-10=-1387/139, 8-10=-116/1616, 3-15=-1849/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss D02 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679541 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:37 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ZSwFskOnIFQKUyItHs3Xqs3TvEztOiF5KySaTrzch5S NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2688 lb down and 138 lb up at 9-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 23=-2000(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2200315 Truss E01 Truss Type Piggyback Base Qty 5 Ply 1 289JGW Job Reference (optional) I50679542 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:38 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-1eUd33PQ3ZYB65t3raamN4bUUeD97C7EYcC70Hzch5R Scale = 1:68.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 25 26 27 28 4x6 8x16 MT18HS 6x8 6x8 4x4 4x4 3x4 4x8 1.5x4 4x4 4x6 3x4 4x8 9-6-09-6-0 16-1-06-7-0 23-11-127-10-12 25-7-01-7-4 -0-10-8 0-10-8 4-10-12 4-10-12 9-6-0 4-7-4 16-1-0 6-7-0 23-11-12 7-10-12 25-7-0 1-7-4 28-11-8 3-4-8 1-0-02-7-410-6-01-9-710-6-012.00 12 6.13 12 Plate Offsets (X,Y)-- [6:0-1-12,0-6-4], [8:0-2-15,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.58 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.03 (loc) 2-14 2-14 10 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 6-7,7-9: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 3-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-14, 7-12 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-199(LC 14) Max Uplift 10=-63(LC 16) Max Grav 2=1490(LC 39), 10=1472(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1658/95, 4-5=-1304/143, 5-6=-777/138, 6-7=-1440/98, 7-8=-1006/38, 8-10=-1521/95 BOT CHORD 2-14=0/1065, 12-14=0/798, 11-12=0/1006 WEBS 4-14=-356/138, 5-14=-13/473, 6-12=0/285, 7-11=-892/95, 8-11=0/1412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 16-1-0, Exterior(2) 16-1-0 to 19-1-0, Interior(1) 19-1-0 to 23-11-12, Exterior(2) 23-11-12 to 26-11-12, Interior(1) 26-11-12 to 28-11-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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) The Fabrication Tolerance at joint 5 = 12% 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, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss E02 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679543 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:40 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-z1bNUlQgbAovLP1Sz_cESVhygRvcb6RX0whE4Azch5P Scale: 3/16"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 25 26 6x6 6x8 8x8 6x8 4x4 4x4 3x4 4x8 1.5x4 4x4 4x6 3x4 6x6 9-6-09-6-0 16-1-06-7-0 23-11-127-10-12 25-7-01-7-4 -0-10-8 0-10-8 4-10-12 4-10-12 9-6-0 4-7-4 16-1-0 6-7-0 23-11-12 7-10-12 25-7-0 1-7-4 1-0-02-7-410-6-01-9-710-6-012.00 12 6.13 12 Plate Offsets (X,Y)-- [5:0-4-4,0-3-0], [6:0-5-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.58 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.04 (loc) 2-13 2-13 9 l/defl >999 >740 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-6,6-7: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 3-7-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 6-13, 7-11 REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=193(LC 15) Max Uplift 2=-1(LC 16) Max Grav 2=1498(LC 39), 9=1351(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1668/96, 4-5=-1312/143, 5-6=-791/140, 6-7=-1448/104, 7-8=-975/13, 8-9=-1401/0 BOT CHORD 2-13=-46/1052, 11-13=0/803, 10-11=-35/1003 WEBS 4-13=-345/136, 5-13=-20/493, 6-11=0/292, 7-10=-956/136, 8-10=-23/1459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-6-0, Exterior(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 16-1-0, Exterior(2) 16-1-0 to 19-1-0, Interior(1) 19-1-0 to 25-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss E03 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679544 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:42 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-vQj8vRSw6n2cajBq4PfiXwmKXFiM32cqTEAL92zch5N Scale: 3/16"=1' 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 254x8 4x4 4x4 4x8 4x8 4x4 4x6 3x6 3x4 3x4 4x8 1.5x4 3x4 3x6 3x4 4x4 3x4 4x4 4-10-124-10-12 9-6-04-7-4 12-9-83-3-8 16-1-03-3-8 20-0-63-11-6 23-11-123-11-6 25-7-01-7-4 4-10-12 4-10-12 9-6-0 4-7-4 12-9-8 3-3-8 16-1-0 3-3-8 20-0-6 3-11-6 23-11-12 3-11-6 25-7-0 1-7-4 1-0-02-7-410-6-01-9-710-6-012.00 12 6.13 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-6-4,0-1-12] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.11 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 401 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SP 2400F 2.0E 3-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=189(LC 87) Max Grav 1=1600(LC 34), 9=2211(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1975/0, 2-3=-1527/42, 3-4=-996/46, 4-5=-996/46, 5-6=-1612/9, 6-7=-2258/0, 7-8=-1586/0, 8-9=-2240/0 BOT CHORD 1-16=0/1206, 15-16=0/1206, 13-15=0/924, 12-13=0/1013, 11-12=0/1503, 10-11=0/1487 WEBS 2-15=-445/107, 3-15=-31/400, 3-13=0/418, 4-13=-425/47, 5-12=0/786, 6-12=-901/0, 6-11=0/740, 7-10=-1039/0, 8-10=0/2053 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down at 19-6-4, and 346 lb down at 21-6-4, and 346 lb down at 23-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss E03 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679544 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:43 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-OcHW6nTYt5BTCtm1e7Ax47JVHf2boVsziuvuhUzch5M LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 7-8=-60, 1-9=-20 Concentrated Loads (lb) Vert: 23=-338(B) 24=-338(B) 25=-338(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2200315 Truss F01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679545 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:44 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-soruK7TAePJKq0KDCqhAcLriI3OWXzi7xYfRDxzch5L Scale = 1:60.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 36 37 3x4 3x4 3x4 3x4 3x4 25-7-025-7-0 -0-10-8 0-10-8 9-6-0 9-6-0 16-1-0 6-7-0 25-7-0 9-6-0 26-5-8 0-10-8 1-0-010-6-01-0-010-6-012.00 12 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [12:0-1-8,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.07 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 166 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-27, 9-28, 7-30, 11-26, 13-25 REACTIONS.All bearings 25-7-0. (lb) - Max Horz 35=204(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 27, 31, 32, 33, 24, 23, 22 except 35=-193(LC 12), 20=-137(LC 13), 34=-160(LC 11), 21=-148(LC 14) Max Grav All reactions 250 lb or less at joint(s) 20, 27, 28, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 except 35=261(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 9-6-0, Corner(3) 9-6-0 to 12-9-8, Exterior(2) 12-9-8 to 16-1-0, Corner(3) 16-1-0 to 18-9-8, Exterior(2) 18-9-8 to 26-5-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 31, 32, 33, 24, 23, 22 except (jt=lb) 35=193, 20=137, 34=160, 21=148. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss G01 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679546 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:45 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-K?PGXTUpPiRBRAvPlYCP9YOoESjuGQxG9CO?lNzch5K Scale = 1:58.8 1 2 3 4 5 6 13 11 10 9 8 7 14 15 16 17 18 19 12 20 6x6 6x6 4x6 6x6 1.5x4 3x4 3x4 3x4 3x6 3x4 4x8 2-0-02-0-0 3-0-01-0-0 8-2-55-2-6 12-4-114-2-5 18-7-06-2-6 -0-10-8 0-10-8 3-0-0 3-0-0 8-2-5 5-2-6 12-4-11 4-2-5 18-7-0 6-2-6 1-6-143-6-1410-6-02-2-1410-6-08.00 12 16.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8], [5:0-3-2,0-2-0], [6:0-3-0,0-1-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.19 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 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 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size)13=2-3-8, 7=Mechanical, 12=0-3-8 Max Horz 13=230(LC 13) Max Uplift 12=-31(LC 14) Max Grav 13=580(LC 1), 7=704(LC 1), 12=272(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-541/28, 3-4=-636/128, 4-5=-339/157, 5-6=-632/102, 2-13=-624/48, 6-7=-644/73 BOT CHORD 9-11=-49/516, 8-9=-21/379 WEBS 3-11=-313/96, 2-11=-1/486, 6-8=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-2-5, Exterior(2) 8-2-5 to 11-2-6, Interior(1) 11-2-6 to 12-4-11, Exterior(2) 12-4-11 to 15-4-11, Interior(1) 15-4-11 to 18-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss G02 Truss Type Piggyback Base Qty 6 Ply 1 289JGW Job Reference (optional) I50679547 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:46 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-oBzelpVRA0Z23KUcJFjeimxzxs38?s?POs8YIpzch5J Scale = 1:58.8 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 6x6 6x6 4x6 6x6 1.5x4 3x4 3x4 3x4 3x6 3x4 4x8 3-0-03-0-0 8-2-55-2-6 12-4-114-2-5 18-7-06-2-6 -0-10-8 0-10-8 3-0-0 3-0-0 8-2-5 5-2-6 12-4-11 4-2-5 18-7-0 6-2-6 1-6-143-6-1410-6-02-2-1410-6-08.00 12 16.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8], [5:0-3-2,0-2-0], [6:0-3-0,0-1-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.19 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 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 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, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-8 REACTIONS. (size)12=0-3-8, 7=Mechanical Max Horz 12=230(LC 13) Max Uplift 12=-8(LC 14) Max Grav 12=795(LC 1), 7=730(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-711/59, 3-4=-676/136, 4-5=-353/160, 5-6=-658/109, 2-12=-778/77, 6-7=-671/79 BOT CHORD 9-11=-77/669, 8-9=-23/408 WEBS 3-9=-338/132, 4-9=-18/302, 2-11=-25/620, 6-8=0/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-2-5, Exterior(2) 8-2-5 to 11-2-6, Interior(1) 11-2-6 to 12-4-11, Exterior(2) 12-4-11 to 15-4-11, Interior(1) 15-4-11 to 18-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss G03 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679548 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:47 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-GNX1y8W3xKhvhU3otzEtEzT7gGOFkLmZdWt6qGzch5I Scale = 1:58.8 1 2 3 4 9 8 7 6 5 10 11 12 13 6x6 6x6 4x6 6x6 3x4 3x4 3x4 3x4 4x8 6-2-56-2-5 10-4-104-2-5 16-7-06-2-6 6-2-5 6-2-5 10-4-10 4-2-5 16-7-0 6-2-6 2-2-1410-6-02-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-0,0-1-8], [3:0-3-2,0-2-0], [4:0-3-0,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 3-6 REACTIONS. (size)9=0-3-8, 5=Mechanical Max Horz 9=220(LC 13) Max Grav 9=652(LC 1), 5=652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-579/117, 2-3=-317/168, 3-4=-579/117, 1-9=-591/88, 4-5=-591/88 BOT CHORD 8-9=-199/267, 6-8=-33/340 WEBS 1-8=-21/267, 4-6=-22/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-2-5, Exterior(2) 6-2-5 to 14-7-9, Interior(1) 14-7-9 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss H01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679549 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:48 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-kZ4PAUXhidpmIee_Rgm6nB0McgkJTnLirAdfMizch5H Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 3x4 3x4 3x4 3x4 6x6 6x6 16-7-016-7-0 -0-10-8 0-10-8 6-2-6 6-2-6 10-4-11 4-2-5 16-7-0 6-2-6 17-5-8 0-10-8 2-2-1410-6-02-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [5:0-2-13,Edge], [7:0-2-13,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.14 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 117 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 5-17, 7-15 REACTIONS.All bearings 16-7-0. (lb) - Max Horz 21=-248(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 16, 18, 14 except 21=-144(LC 10), 12=-140(LC 11), 20=-143(LC 11), 13=-141(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 15, 14 except 21=292(LC 21), 12=286(LC 20), 20=336(LC 12), 13=332(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-196/284, 4-5=-300/411, 5-6=-202/282, 6-7=-202/282, 7-8=-298/409, 8-9=-198/286 WEBS 5-17=-260/141, 7-15=-259/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-3-8, Exterior(2) 2-3-8 to 6-2-6, Corner(3) 6-2-6 to 9-2-6, Exterior(2) 9-2-6 to 10-4-10, Corner(3) 10-4-10 to 13-4-10, Exterior(2) 13-4-10 to 17-5-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 18, 14 except (jt=lb) 21=144, 12=140, 20=143, 13=141. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss H02 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679550 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:49 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-CmenNqXJTxxdwoDB_NHLJOZW443lCFMs4qMCu8zch5G Scale = 1:58.8 1 2 3 4 5 6 11 10 9 8 7 12 13 6x6 6x6 3x4 3x4 3x4 6x6 3x4 6x6 4x8 6-2-66-2-6 10-4-114-2-5 16-7-06-2-6 -0-10-8 0-10-8 6-2-6 6-2-6 10-4-11 4-2-5 16-7-0 6-2-6 17-5-8 0-10-8 2-2-1410-6-02-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-0], [3:0-3-0,0-1-8], [4:0-2-13,Edge], [5:Edge,0-4-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 3-4: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=245(LC 13) Max Uplift 11=-10(LC 14), 7=-10(LC 14) Max Grav 11=713(LC 1), 7=713(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-581/121, 3-4=-312/166, 4-5=-581/115, 2-11=-652/117, 5-7=-652/116 BOT CHORD 10-11=-223/284, 8-10=-27/347 WEBS 2-10=-26/288, 5-8=-29/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-2-6, Exterior(2) 6-2-6 to 14-7-9, Interior(1) 14-7-9 to 17-5-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss H03 Truss Type Piggyback Base Qty 7 Ply 1 289JGW Job Reference (optional) I50679551 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:50 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-gyC9bAYxEF3UYyoNY5oasc5idTNvxh2?JT6mRazch5F Scale = 1:60.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 6x6 4x4 3x6 1.5x4 4x8 3x6 3x4 4x8 3x6 1.5x4 3x4 4x8 3x6 3x6 2-3-82-3-8 6-2-63-10-14 10-4-114-2-5 14-3-83-10-14 16-7-02-3-8 -0-10-8 0-10-8 2-3-8 2-3-8 6-2-6 3-10-14 10-4-11 4-2-5 14-3-8 3-10-14 16-7-0 2-3-8 2-2-1410-6-02-2-141-0-010-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.33 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.09 (loc) 10-11 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 3-14,6-9: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)15=0-3-8, 8=0-3-8 Max Horz 15=236(LC 13) Max Uplift 15=-8(LC 14) Max Grav 15=715(LC 1), 8=650(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-486/97, 3-4=-566/164, 4-5=-322/155, 5-6=-568/166, 6-7=-487/68, 2-15=-744/82, 7-8=-680/74 BOT CHORD 12-13=-109/454, 11-12=-37/367, 10-11=-53/318 WEBS 2-14=0/379, 7-9=-37/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-12, Interior(1) 2-1-12 to 6-2-6, Exterior(2) 6-2-6 to 14-5-4, Interior(1) 14-5-4 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss H04 Truss Type Piggyback Base Qty 3 Ply 1 289JGW Job Reference (optional) I50679552 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:51 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-98mXoWZa?YBL95NZ6oJpPpesatlDg9s8Y7rJz1zch5E Scale = 1:58.8 12 3 4 5 10 9 8 7 6 11 12 13 6x6 6x6 3x4 3x4 3x4 6x6 3x4 4x8 6x6 6-2-66-2-6 10-4-114-2-5 16-7-06-2-6 -0-10-8 0-10-8 6-2-6 6-2-6 10-4-11 4-2-5 16-7-0 6-2-6 2-2-1410-6-02-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-0], [3:0-3-0,0-1-8], [4:0-2-13,Edge], [5:0-3-4,0-2-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 3-4: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-7 REACTIONS. (size)10=0-3-8, 6=Mechanical Max Horz 10=233(LC 13) Max Uplift 10=-7(LC 14) Max Grav 10=715(LC 1), 6=652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/114, 3-4=-311/164, 4-5=-579/109, 2-10=-654/115, 5-6=-591/90 BOT CHORD 9-10=-212/268, 7-9=-30/337 WEBS 2-9=-25/288, 5-7=-9/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-2-6, Exterior(2) 6-2-6 to 14-7-9, Interior(1) 14-7-9 to 16-5-11 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss J01 Truss Type Piggyback Base Qty 2 Ply 1 289JGW Job Reference (optional) I50679553 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:52 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-dLKw?saCmsJCnFylgWq2x1BwJH4QPWGImnbsVTzch5D Scale = 1:69.3 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 16 6x6 5x12 MT18HS 3x4 3x4 3x4 3x4 1.5x4 4x8 4x6 7-0-07-0-0 13-3-86-3-8 19-7-06-3-8 7-0-0 7-0-0 13-3-8 6-3-8 19-7-0 6-3-8 3-10-1410-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-1-12], [5:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.26 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.01 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 123 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-8, 2-6, 3-6 REACTIONS. (size)5=Mechanical, 9=0-5-8 Max Horz 9=283(LC 11) Max Uplift 5=-116(LC 11) Max Grav 5=882(LC 19), 9=778(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-647/99, 2-3=-387/143, 3-4=-386/143, 4-5=-755/176, 1-9=-718/82 BOT CHORD 8-9=-412/442, 6-8=-239/475 WEBS 3-6=-437/136, 4-6=-164/727, 1-8=-8/419 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 19-5-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=116. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss J02 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679554 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:53 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5XuIDCaqXAR3PPXyDDLHUEj4EhSA8upR?RKQ2vzch5C Scale = 1:64.8 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 22 23 24 25 4x6 4x8 3x4 3x4 4x6 3x6 4x6 3x4 1.5x4 4x8 4x4 8x8 6x6 3-7-123-7-12 7-0-03-4-4 11-2-154-2-15 15-4-14-1-3 19-7-04-2-15 3-7-12 3-7-12 7-0-0 3-4-4 11-2-15 4-2-15 15-4-1 4-1-3 19-7-0 4-2-15 3-10-1410-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [8:0-3-8,0-4-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.16 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size)7=Mechanical, 13=0-5-8 Max Horz 13=281(LC 7) Max Grav 7=4229(LC 1), 13=4157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2548/0, 2-3=-2634/0, 3-4=-1932/0, 4-5=-1931/0, 5-6=-1340/0, 6-7=-3539/0, 1-13=-3632/0 BOT CHORD 12-13=-262/178, 10-12=0/1751, 9-10=0/1823, 8-9=0/1340 WEBS 2-12=-388/0, 3-10=0/1319, 3-9=0/340, 5-9=0/1628, 5-8=-1768/0, 6-8=0/3673, 1-12=0/2476 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 633 lb down at 1-0-12, 632 lb down at 3-0-12, 684 lb down at 4-8-12, 710 lb down at 6-8-12, 710 lb down at 8-8-12, 710 lb down at 10-8-12, 710 lb down at 12-8-12, 710 lb down at 14-8-12, and 710 lb down at 16-8-12, and 635 lb down at 18-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss J02 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679554 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:53 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5XuIDCaqXAR3PPXyDDLHUEj4EhSA8upR?RKQ2vzch5C LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 15=-633(F) 16=-632(F) 17=-684(F) 18=-710(F) 19=-710(F) 21=-710(F) 22=-710(F) 23=-710(F) 24=-710(F) 25=-635(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2200315 Truss J03 Truss Type Piggyback Base Qty 4 Ply 1 289JGW Job Reference (optional) I50679555 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:54 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ZjSgQYbSITZv0Z58nxsW0SGH75n6tQtbE54zaMzch5B Scale = 1:69.3 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 6x6 5x12 MT18HS 3x4 3x4 3x4 3x4 1.5x4 4x8 4x6 7-0-07-0-0 12-6-85-6-8 18-1-05-6-8 7-0-0 7-0-0 12-6-8 5-6-8 18-1-0 5-6-8 3-10-1410-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-1-12], [5:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.24 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.01 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 119 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-8, 2-6, 3-6 REACTIONS. (size)5=Mechanical, 9=0-5-8 Max Horz 9=283(LC 11) Max Uplift 5=-117(LC 11) Max Grav 5=816(LC 19), 9=718(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-590/99, 2-3=-325/142, 3-4=-324/143, 4-5=-703/180, 1-9=-656/82 BOT CHORD 8-9=-415/445, 6-8=-235/445 WEBS 3-6=-382/121, 4-6=-171/664, 1-8=-12/372 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 17-11-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=117. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss J04 Truss Type Monopitch Qty 1 Ply 1 289JGW Job Reference (optional) I50679556 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:55 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-1w?2etc42nhmejgKLeOlZfoTrU65cwJkSlpX6ozch5A Scale = 1:51.7 1 2 4 3 5 6 3x6 1.5x4 6x6 1.5x4 5-2-05-2-0 5-2-0 5-2-0 3-10-149-0-1412.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.20 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 3-4 3-4 3 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3REACTIONS. (size)3=Mechanical, 4=0-5-8 Max Horz 4=227(LC 13) Max Uplift 3=-183(LC 11), 4=-47(LC 10) Max Grav 3=287(LC 19), 4=309(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-249/252, 2-3=-271/214, 1-4=-344/255 BOT CHORD 3-4=-380/370 WEBS 1-3=-345/371 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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) 4 except (jt=lb) 3=183. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss K01 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 289JGW Job Reference (optional) I50679557 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:57 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-zI7p3ZeKaOxUt0qjS3QDe4upaIn44k_1w3IdBgzch58 Scale = 1:55.7 1 2 3 4 5 6 7 8 92120191817161514 13 12 11 10 28 29 3031 32 33 34 35 6x6 8x8 7x12 MT18HS 3x6 4x4 3x4 3x4 6x6 3x4 3x4 3x4 6x8 4x8 3x6 6-10-06-10-0 12-10-46-0-4 14-0-01-1-12 19-8-85-8-8 19-9-80-1-0 22-11-03-1-8 29-0-96-1-9 31-3-02-2-7 -0-10-8 0-10-8 6-10-0 6-10-0 12-10-4 6-0-4 14-0-0 1-1-12 19-9-8 5-9-8 22-11-0 3-1-8 29-0-9 6-1-9 31-3-0 2-2-7 0-3-154-7-65-9-29-4-41-0-43-7-27-9-24.00 12 12.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-1-8], [7:0-8-12,0-1-8], [14:0-2-12,0-2-12], [24:0-1-12,0-0-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.29 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.03 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 6-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 13-14,11-12. REACTIONS.All bearings 19-8-8 except (jt=length) 10=0-3-8. (lb) - Max Horz 2=149(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 16, 17, 19, 21 except 10=555(LC 39), 18=512(LC 42), 15=367(LC 38), 14=1191(LC 38), 14=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=0/354, 6-7=0/361, 7-8=-289/178, 8-9=-1240/68, 9-10=-507/12 BOT CHORD 6-14=-649/66, 11-12=-53/855 WEBS 3-18=-475/62, 5-15=-280/11, 5-14=-299/32, 7-14=-787/91, 7-12=-47/310, 8-12=-866/161, 8-11=0/399, 9-11=-58/993 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-3-0, Interior(1) 2-3-0 to 14-0-0, Exterior(2) 14-0-0 to 17-1-8, Interior(1) 17-1-8 to 22-11-0, Exterior(2) 22-11-0 to 26-0-8, Interior(1) 26-0-8 to 31-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 1.5x4 MT20 unless otherwise indicated. 10) The Fabrication Tolerance at joint 7 = 12% 11) Gable studs spaced at 2-0-0 oc. 12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 14) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss K01 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 289JGW Job Reference (optional) I50679557 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:57 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-zI7p3ZeKaOxUt0qjS3QDe4upaIn44k_1w3IdBgzch58 NOTES- 15) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 18, 16. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss K02 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679558 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:17:59 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-whFZTFfb60CC7K_6aUShjVz3d6NaYelKNNnkFZzch56 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 6x6 7x12 MT18HS 8x12 M18AHS 6x6 4x6 4x6 1.5x4 1.5x4 6x10 3x4 3x4 1.5x4 3x4 4x8 1.5x4 3x6 6x10 3x4 6-10-06-10-0 12-10-46-0-4 14-0-01-1-12 19-9-85-9-8 22-11-03-1-8 29-0-96-1-9 31-3-02-2-7 -0-10-8 0-10-8 6-10-0 6-10-0 12-10-4 6-0-4 14-0-0 1-1-12 18-5-8 4-5-8 19-9-8 1-4-0 22-11-0 3-1-8 29-0-9 6-1-9 31-3-0 2-2-7 0-3-154-7-65-9-29-4-41-0-43-7-27-9-24.00 12 12.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-10-4,0-1-12], [7:0-8-8,0-1-4], [11:0-6-12,0-3-0], [14:0-3-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.67 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.53 0.26 (loc) 14-15 14-15 10 l/defl >999 >697 n/a L/d 240 180 n/a PLATES MT20 M18AHS MT18HS Weight: 151 lb FT = 20% GRIP 197/144 142/136 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 13-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-14 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)2=0-5-8, 10=0-3-8 Max Horz 2=149(LC 15) Max Grav 2=1321(LC 1), 10=1497(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3175/22, 3-4=-2550/49, 4-5=-2751/66, 5-6=-2022/57, 6-7=-1695/56, 7-8=-2357/0, 8-9=-3325/74, 9-10=-1453/15 BOT CHORD 2-18=0/2943, 16-18=0/2943, 15-16=0/2384, 14-15=0/2073 WEBS 3-18=0/285, 3-16=-904/29, 4-16=-24/295, 4-15=-1530/99, 5-15=-5/1631, 12-14=0/272, 7-14=0/1281, 8-11=0/274, 11-14=-68/2418, 8-14=-941/198, 6-15=-84/258, 6-14=-625/43, 9-11=-63/2518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-3-0, Interior(1) 2-3-0 to 14-0-0, Exterior(2) 14-0-0 to 17-1-8, Interior(1) 17-1-8 to 22-11-0, Exterior(2) 22-11-0 to 26-0-8, Interior(1) 26-0-8 to 31-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 10) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss L01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679559 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:02 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-KGxi6HhTPxan_ojgFc0OL8bfQJPLlwVm3L0Osuzch53 Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 24 23 22 21 19 18 20 17 16 15 14 13 12 11 25 27 26 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 6x6 6x8 6x8 4x6 4x6 4x6 3x4 3x4 3x6 3x4 3x4 4x6 6x8 6x6 4x6 6x8 3x6 4x6 3x6 6-10-06-10-0 12-10-46-0-4 17-2-144-4-10 19-9-82-6-10 24-5-114-8-3 29-1-144-8-3 31-3-02-1-2 34-0-112-9-11 39-3-05-2-5 -0-10-8 0-10-8 6-10-0 6-10-0 12-10-4 6-0-4 17-2-14 4-4-10 19-9-8 2-6-10 24-5-11 4-8-3 29-1-14 4-8-3 34-0-11 4-10-13 39-3-0 5-2-5 0-3-154-7-69-0-011-0-00-10-142-0-011-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [8:0-6-4,0-1-12], [10:0-1-12,0-2-0], [18:0-2-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.60 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.35 0.12 (loc) 19 20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 19-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11: 2x6 SP 2400F 2.0E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14,12-13. WEBS 1 Row at midpt 9-12, 5-18 2 Rows at 1/3 pts 8-15 JOINTS 1 Brace at Jt(s): 18, 25, 26 REACTIONS.All bearings 8-3-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=195(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-916(LC 56), 13=-256(LC 38) Max Grav All reactions 250 lb or less at joint(s) except 2=1256(LC 1), 12=2826(LC 38), 14=291(LC 38), 14=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2986/68, 3-4=-2279/92, 4-5=-1715/133, 5-6=-1098/151, 6-7=-817/128, 7-8=-842/129, 8-9=-435/147, 9-10=-39/1289, 10-11=-3/956 BOT CHORD 2-24=0/2767, 22-24=0/2767, 21-22=0/2132, 19-21=0/1241, 18-19=0/1195, 14-15=-857/80, 13-14=-857/80, 12-13=-857/80 WEBS 3-24=0/278, 3-22=-1007/31, 4-22=0/465, 4-21=-1427/104, 5-21=0/1203, 18-25=-764/93, 7-25=-705/89, 15-27=-1406/0, 8-27=-1246/0, 9-15=0/1619, 9-12=-2464/140, 15-18=-88/272, 18-26=0/1335, 8-26=0/1357, 5-18=-622/0, 10-12=-906/113, 6-25=-394/40, 25-26=-309/28 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 3-0-10, Interior(1) 3-0-10 to 17-2-14, Exterior(2) 17-2-14 to 21-2-0, Interior(1) 21-2-0 to 29-1-14, Exterior(2) 29-1-14 to 33-1-0, Interior(1) 33-1-0 to 39-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss L01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679559 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:02 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-KGxi6HhTPxan_ojgFc0OL8bfQJPLlwVm3L0Osuzch53 NOTES- 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, with BCDL = 10.0psf. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=916, 13=256. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss L02 Truss Type PIGGYBACK BASE Qty 7 Ply 1 289JGW Job Reference (optional) I50679560 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:04 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-Ge2SXyjjxYqVD5s3N12sQZgza723Dua3XfVVwnzch51 Scale = 1:81.3 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 6x6 7x12 MT18HS 6x8 4x8 4x6 1.5x4 1.5x4 3x6 3x4 1.5x4 3x4 4x6 6x8 3x6 4x4 1.5x4 1.5x4 6x8 3x4 4x8 6-10-06-10-0 12-10-46-0-4 17-2-144-4-10 19-9-82-6-10 23-2-63-4-14 29-1-145-11-8 34-0-114-10-13 39-3-05-2-5 -0-10-8 0-10-8 6-10-0 6-10-0 12-10-4 6-0-4 17-2-14 4-4-10 19-9-8 2-6-10 23-2-6 3-4-14 24-5-11 1-3-5 29-1-14 4-8-3 34-0-11 4-10-13 39-3-0 5-2-5 0-3-154-7-69-0-011-0-00-10-142-0-011-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-10-4,0-1-12], [7:0-6-4,0-1-12], [16:0-2-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.78 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.71 0.18 (loc) 15 15 10 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 15-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-12, 6-16, 5-16 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size)10=0-3-8, 2=0-5-8 Max Horz 2=195(LC 15) Max Grav 10=1882(LC 39), 2=1648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4153/40, 3-4=-3553/63, 4-5=-2846/108, 5-6=-2146/120, 6-7=-2157/121, 7-8=-1897/157, 8-9=-2165/69, 9-10=-1829/58 BOT CHORD 2-20=0/3866, 19-20=0/3866, 17-19=0/3335, 16-17=0/2010, 11-12=0/1425 WEBS 3-20=0/274, 3-19=-968/32, 4-19=0/453, 4-17=-1965/95, 5-17=0/1483, 7-12=-320/79, 14-16=0/282, 6-16=-802/95, 12-16=0/1349, 7-16=0/1489, 8-12=-401/116, 9-11=0/1228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 3-0-10, Interior(1) 3-0-10 to 17-2-14, Exterior(2) 17-2-14 to 21-2-0, Interior(1) 21-2-0 to 29-1-14, Exterior(2) 29-1-14 to 33-1-0, Interior(1) 33-1-0 to 39-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss L03 Truss Type Piggyback Base Qty 3 Ply 1 289JGW Job Reference (optional) I50679561 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:06 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-C1ACxel_T94DTP0SUS4KW_mJ5wkYhowM_z_c?fzch5? Scale = 1:82.0 1 2 3 4 5 6 7 8 9 102120191817 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 6x6 7x12 MT18HS 6x8 4x6 1.5x4 1.5x4 3x6 3x4 1.5x4 3x4 4x6 6x8 3x6 4x4 1.5x4 1.5x4 6x8 3x4 4x6 4x8 6-10-06-10-0 12-10-46-0-4 17-2-144-4-10 19-9-82-6-10 23-2-63-4-14 29-1-145-11-8 34-0-114-10-13 39-3-05-2-5 -0-10-8 0-10-8 6-10-0 6-10-0 12-10-4 6-0-4 17-2-14 4-4-10 19-9-8 2-6-10 23-2-6 3-4-14 24-5-11 1-3-5 29-1-14 4-8-3 34-0-11 4-10-13 39-3-0 5-2-5 40-1-8 0-10-8 0-3-154-7-69-0-011-0-00-10-142-0-011-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-10-4,0-1-12], [7:0-6-4,0-1-12], [9:0-1-12,0-2-0], [17:0-2-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.78 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.71 0.18 (loc) 16 16 11 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 16-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-11: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-13, 6-17, 5-17 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)11=0-3-8, 2=0-5-8 Max Horz 2=203(LC 15) Max Grav 11=1949(LC 39), 2=1648(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4151/37, 3-4=-3552/60, 4-5=-2845/105, 5-6=-2145/112, 6-7=-2156/114, 7-8=-1893/153, 8-9=-2169/70, 9-11=-1897/91 BOT CHORD 2-21=0/3863, 20-21=0/3863, 18-20=0/3333, 17-18=0/2009, 12-13=0/1415, 11-12=-32/287 WEBS 3-21=0/274, 3-20=-983/33, 4-20=0/459, 4-18=-1964/90, 5-18=0/1482, 7-13=-326/81, 15-17=0/282, 6-17=-802/95, 13-17=0/1348, 7-17=0/1489, 8-13=-389/114, 9-12=0/1191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 3-0-10, Interior(1) 3-0-10 to 17-2-14, Exterior(2) 17-2-14 to 21-2-0, Interior(1) 21-2-0 to 29-1-14, Exterior(2) 29-1-14 to 33-1-0, Interior(1) 33-1-0 to 40-1-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 times flat roof load of 20.0 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, with BCDL = 10.0psf. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss M01 Truss Type Monopitch Qty 4 Ply 1 289JGW Job Reference (optional) I50679562 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:07 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-hDka9_lcETC34Zbe29bZ2BIbLKEwQMcVDdj9X5zch5_ Scale = 1:77.8 1 2 3 6 5 4 7 8 4x6 1.5x4 3x4 1.5x4 3x6 3x4 4-7-84-7-8 9-3-04-7-8 4-7-8 4-7-8 9-3-0 4-7-8 1-4-013-8-016.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.13 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 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* 3-4: 2x4 SPF 1650F 1.5E 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 3-4, 2-4 REACTIONS. (size)4=Mechanical, 6=Mechanical Max Horz 6=290(LC 14) Max Uplift 4=-209(LC 14) Max Grav 4=452(LC 19), 6=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/92, 1-6=-319/0 BOT CHORD 5-6=-409/396 WEBS 2-4=-413/250, 1-5=-179/282 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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) except (jt=lb) 4=209. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss M02 Truss Type Monopitch Qty 3 Ply 1 289JGW Job Reference (optional) I50679563 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:07 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-hDka9_lcETC34Zbe29bZ2BIbzK9cQK_VDdj9X5zch5_ Scale = 1:69.0 1 2 4 3 5 6 3x4 3x4 1.5x4 4x6 7-7-07-7-0 7-7-0 7-7-0 2-5-912-6-1416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.47 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 -0.00 (loc) 3-4 3-4 3 l/defl >553 >276 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-3REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=256(LC 14) Max Uplift 3=-208(LC 14) Max Grav 3=385(LC 19), 4=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/266, 2-3=-348/296 BOT CHORD 3-4=-349/296 WEBS 1-3=-306/362 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-5 to 3-1-5, Interior(1) 3-1-5 to 7-4-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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) except (jt=lb) 3=208. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss M03 Truss Type Monopitch Qty 6 Ply 1 289JGW Job Reference (optional) I50679564 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:08 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-9QIzMKmE?nKwijAqct7obPrmikUr9nNfSHTj2Yzch4z Scale = 1:67.8 1 2 4 3 5 6 3x4 3x4 1.5x4 4x6 7-7-07-7-0 7-7-0 7-7-0 2-2-1412-4-316.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.47 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.32 -0.00 (loc) 3-4 3-4 3 l/defl >553 >276 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-3REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=252(LC 14) Max Uplift 3=-201(LC 14) Max Grav 3=381(LC 19), 4=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/266, 2-3=-348/296 BOT CHORD 3-4=-346/293 WEBS 1-3=-301/356 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-5 to 3-1-5, Interior(1) 3-1-5 to 7-4-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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) except (jt=lb) 3=201. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss N01 Truss Type Roof Special Structural Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679565 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:09 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-dcsLagnsl4SnKsl19ae17cOsP8oRuEdogxCGb_zch4y Scale = 1:62.3 1 2 3 4 5 11 9 8 7 6 30 31 32 10 6x6 3x4 3x6 4x4 3x4 3x4 6x6 5-2-05-2-0 6-10-01-8-0 12-10-46-0-4 19-8-86-10-4 -0-10-8 0-10-8 6-10-0 6-10-0 12-10-4 6-0-4 19-8-8 6-10-4 0-3-154-7-611-5-104.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-2,Edge], [5:0-0-9,0-1-8], [9:0-3-0,0-3-4], [23:0-1-12,0-0-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.64 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.03 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.All bearings 0-3-8 except (jt=length) 2=5-5-8, 11=5-5-8. (lb) - Max Horz 2=303(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 10 except 11=-100(LC 21) Max Grav All reactions 250 lb or less at joint(s) 11 except 6=749(LC 21), 2=634(LC 21), 10=511(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1292/46, 3-4=-957/70, 4-5=-264/255, 5-6=-289/203 BOT CHORD 2-11=-117/1169, 10-11=-117/1169, 8-10=-117/1169, 7-8=-117/1169, 6-7=-33/814 WEBS 3-8=-263/77, 3-7=-370/93, 4-7=0/375, 4-6=-956/111 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 19-6-12 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; 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 1.00 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 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) 6, 2, 10 except (jt=lb) 11=100. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss P01 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679566 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:10 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5oPjn0oUWOaex0KDjI9Ggqw5mXEJdghxvbyp7Qzch4x Scale = 1:61.8 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 4x8 6x8 3x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x6 3x4 3x4 3x4 5-3-65-3-6 10-5-25-1-12 15-11-95-6-7 21-6-05-6-7 5-3-6 5-3-6 10-5-2 5-1-12 15-11-9 5-6-7 21-6-0 5-6-7 0-6-1411-0-02-0-011-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-1-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.21 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.04 (loc) 7-8 7-8 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 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 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-7, 5-12 REACTIONS. (size)1=Mechanical, 12=0-3-8 Max Horz 1=209(LC 14) Max Uplift 12=-66(LC 11) Max Grav 1=852(LC 1), 12=913(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1040/0, 2-3=-748/62, 3-4=-366/49, 4-5=-365/50 BOT CHORD 1-10=-200/712, 8-10=-200/712, 7-8=-114/484 WEBS 2-8=-367/125, 3-8=-28/416, 4-7=-374/108, 5-7=-102/777, 5-12=-913/97 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 10-5-2, Exterior(2) 10-5-2 to 14-8-1, Interior(1) 14-8-1 to 21-0-12 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss P02 Truss Type Piggyback Base Qty 4 Ply 1 289JGW Job Reference (optional) I50679567 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:11 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-Z?z5?Mo6HiiVZAvPH?gVD1T9dxaMM7n58FhNftzch4w Scale = 1:62.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 4x8 3x4 3x4 3x6 1.5x4 3x4 1.5x4 4x8 4x6 4x6 5-3-65-3-6 10-5-25-1-12 15-11-95-6-7 21-6-05-6-7 5-3-6 5-3-6 10-5-2 5-1-12 15-11-9 5-6-7 21-6-0 5-6-7 0-6-1411-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [6:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.23 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-7 REACTIONS. (size)6=0-3-7, 1=Mechanical Max Horz 1=293(LC 11) Max Uplift 6=-98(LC 11) Max Grav 6=950(LC 19), 1=852(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1041/65, 2-3=-742/154, 3-4=-393/150, 4-5=-393/150, 5-6=-838/159 BOT CHORD 1-10=-295/763, 8-10=-295/763, 7-8=-208/513 WEBS 2-8=-368/126, 3-8=-34/415, 3-7=-297/133, 4-7=-386/127, 5-7=-150/819 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 10-5-2, Exterior(2) 10-5-2 to 14-8-1, Interior(1) 14-8-1 to 21-4-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss P03 Truss Type Piggyback Base Qty 6 Ply 1 289JGW Job Reference (optional) I50679568 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:11 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-Z?z5?Mo6HiiVZAvPH?gVD1TAzxacM7s58FhNftzch4w Scale = 1:62.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 3x4 3x4 3x6 1.5x4 3x4 4x8 1.5x4 4x8 4x6 4x6 5-3-65-3-6 10-5-25-1-12 15-2-94-9-7 20-0-04-9-7 5-3-6 5-3-6 10-5-2 5-1-12 15-2-9 4-9-7 20-0-0 4-9-7 0-6-1411-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [6:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.21 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 7-8 1-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-7 REACTIONS. (size)6=0-3-8, 1=Mechanical Max Horz 1=293(LC 11) Max Uplift 6=-97(LC 11) Max Grav 6=882(LC 19), 1=792(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-959/64, 2-3=-660/153, 3-4=-328/149, 4-5=-328/149, 5-6=-784/160 BOT CHORD 1-10=-288/720, 8-10=-288/720, 7-8=-201/467 WEBS 2-8=-372/126, 3-8=-39/402, 3-7=-328/142, 4-7=-331/114, 5-7=-156/755 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 10-5-2, Exterior(2) 10-5-2 to 14-8-1, Interior(1) 14-8-1 to 19-10-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss P04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679569 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:13 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-VN5sP1qNpJyDoU2oOQizISYY4lGIq5jObYAUklzch4u Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 3x4 4x4 4x4 4x4 4x6 20-0-020-0-0 10-5-2 10-5-2 20-0-0 9-6-14 0-6-1411-0-012.00 12 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [12:Edge,0-3-8], [13:Edge,0-3-8], [21:0-2-0,0-1-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.20 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 145 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 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 11-14, 10-15, 9-16, 8-17, 6-18, 5-19 REACTIONS.All bearings 20-0-0. (lb) - Max Horz 1=293(LC 47) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 22 except 23=-127(LC 14), 1=-275(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 22 except 23=321(LC 54), 1=523(LC 47) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-765/640, 2-3=-434/421, 3-4=-345/351, 4-5=-263/281 WEBS 2-23=-266/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 10-5-2, Corner(3) 10-5-2 to 13-5-2, Exterior(2) 13-5-2 to 19-10-4 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 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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 2-0-0 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) 13, 14, 15, 16, 17, 18, 19, 20, 22 except (jt=lb) 23=127, 1=275. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 388 lb down and 239 lb up at 0-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss P04 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679569 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:13 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-VN5sP1qNpJyDoU2oOQizISYY4lGIq5jObYAUklzch4u LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-12=-60, 1-13=-20 Concentrated Loads (lb) Vert: 24=-316(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2200315 Truss PB01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679570 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:15 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-SmDcqjrdLwDx2nCAWrlRNtd0uY_SI0Bh3sfaoezch4s Scale = 1:36.0 2 3 4 5 6 10 9 8 1 11 12 13 14 7 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-11-07-11-0 3-11-8 3-11-8 7-11-0 3-11-8 -0-0-45-3-15-3-50-1-20-1-1016.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.02 0.03 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-11-0. (lb) - Max Horz 1=-104(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 10, 8 except 1=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-11-8, Exterior(2) 3-11-8 to 6-11-8, Interior(1) 6-11-8 to 7-8-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 1, 7, 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 10, 8 except (jt=lb) 1=107. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB02 Truss Type GABLE Qty 15 Ply 1 289JGW Job Reference (optional) I50679571 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:16 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-wyn_23sF6ELofxnN4YGgv5A8wyJT1TMqHWP8L4zch4r Scale = 1:34.5 2 3 4 6 1 7 8 9 10 5 4x4 3x4 3x4 1.5x4 7-11-07-11-0 3-11-8 3-11-8 7-11-0 3-11-8 -0-0-45-3-15-3-50-1-20-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [4:0-2-11,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.10 0.04 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-11-0. (lb) - Max Horz 1=-104(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 1=-458(LC 20), 5=-388(LC 21), 2=-290(LC 14), 4=-290(LC 14) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=268(LC 14), 5=268(LC 14), 2=639(LC 20), 4=579(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/379, 4-5=-310/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-11-8, Exterior(2) 3-11-8 to 6-11-8, Interior(1) 6-11-8 to 7-8-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 1, 388 lb uplift at joint 5, 290 lb uplift at joint 2 and 290 lb uplift at joint 4. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB03 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679572 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:17 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-O9LMFPtttYTfH5MZdGnvSIjLYMgJmwyzWA8htWzch4q Scale = 1:22.9 2 3 4 6 1 5 4x4 3x4 3x4 1.5x4 6-7-06-7-0 3-3-8 3-3-8 6-7-0 3-3-8 -0-0-43-3-43-3-80-1-20-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.02 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-7-0. (lb) - Max Horz 1=54(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 1=-181(LC 20), 5=-151(LC 21), 2=-101(LC 14), 4=-101(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=330(LC 20), 4=306(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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 181 lb uplift at joint 1, 151 lb uplift at joint 5, 101 lb uplift at joint 2 and 101 lb uplift at joint 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB04 Truss Type GABLE Qty 7 Ply 1 289JGW Job Reference (optional) I50679573 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:18 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-sLulTluVerbWvFxlBzI8?WFWIm0YVNC7lquFPzzch4p Scale = 1:22.9 2 3 4 6 1 5 4x4 3x4 3x4 1.5x4 6-7-06-7-0 3-3-8 3-3-8 6-7-0 3-3-8 -0-0-43-3-43-3-80-1-20-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.02 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-7-0. (lb) - Max Horz 1=54(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 1=-181(LC 20), 5=-151(LC 21), 2=-101(LC 14), 4=-101(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=330(LC 20), 4=306(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 1, 151 lb uplift at joint 5, 101 lb uplift at joint 2 and 101 lb uplift at joint 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB05 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679574 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:18 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-sLulTluVerbWvFxlBzI8?WFXFm0BVNL7lquFPzzch4p Scale = 1:16.7 2 3 4 6 1 5 4x4 3x4 3x4 1.5x4 4-2-54-2-5 2-1-3 2-1-3 4-2-5 2-1-2 -0-0-42-9-52-9-90-1-20-1-1016.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.01 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-5. (lb) - Max Horz 1=-52(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 4 except 1=-104(LC 20) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 4 except (jt=lb) 1=104. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB06 Truss Type Piggyback Qty 19 Ply 1 289JGW Job Reference (optional) I50679575 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:19 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-KXS7g5v8P9jMWPWylhpNXjohyAL9EqhG_UdoxPzch4o Scale = 1:16.2 1 2 3 4 5 3x4 3x4 3x4 4-2-54-2-5 2-1-3 2-1-3 4-2-5 2-1-2 0-6-12-7-150-1-100-6-10-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:Edge,0-3-3], [4:0-2-12,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-2-12, 4=3-2-12 Max Horz 2=-52(LC 12) Max Grav 2=146(LC 1), 4=146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB07 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679576 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:20 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-oj0VtRvmATrD8Z58JOKc4xLsvZhjzGcQC8NLUrzch4n Scale = 1:36.8 2 3 4 5 6 7 12 11 10 9 8 1 13 14 15 4x4 3x4 9-6-149-6-14 5-11-8 5-11-8 9-6-14 3-7-6 -0-0-45-11-45-11-82-3-142-2-80-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.02 0.09 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: 43 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-6-14. (lb) - Max Horz 1=118(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10, 11, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 10, 11, 12, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 9-5-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 10, 11, 12, 9. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB08 Truss Type GABLE Qty 6 Ply 1 289JGW Job Reference (optional) I50679577 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:21 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-Gwat5mwOxmz4mifKs6rrc8t?Az01ijYZRo6v0Hzch4m Scale = 1:39.5 2 3 4 5 8 7 6 1 9 10 11 4x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 9-6-149-6-14 5-11-8 5-11-8 9-6-14 3-7-6 -0-0-45-11-45-11-82-3-142-2-80-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.08 0.11 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: 35 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-6-14. (lb) - Max Horz 1=118(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2 except 7=289(LC 20), 8=335(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-279/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 9-5-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB09 Truss Type GABLE Qty 5 Ply 1 289JGW Job Reference (optional) I50679578 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:22 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-k68FI6x0i45xNsEWQpN49MQA_NMCRANjgSsSYkzch4l Scale = 1:37.9 2 3 4 5 6987 1 10 11 12 4x4 3x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-0-1411-0-14 5-11-8 5-11-8 11-0-14 5-1-6 -0-0-45-11-45-11-80-9-140-8-80-1-1012.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.08 0.07 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: 39 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-14. (lb) - Max Horz 1=-99(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 9 except 7=-108(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 8 except 9=329(LC 20), 7=322(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-273/176, 5-7=-287/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 10-11-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Solid blocking is required on both sides of the truss at joint(s), 6. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 9 except (jt=lb) 7=108. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB10 Truss Type GABLE Qty 10 Ply 1 289JGW Job Reference (optional) I50679579 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:24 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-hVG0joyGDhLfdAOvYEPYEnVWUB2gv4q?7mLZdczch4j Scale = 1:38.7 2 3 4 5 6 10 9 8 1 11 12 7 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-11-011-11-0 5-11-8 5-11-8 11-11-0 5-11-8 -0-0-45-11-45-11-80-1-20-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.08 0.07 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 1=100(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9 except 10=329(LC 20), 8=328(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-273/176, 5-8=-273/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 11-8-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 7, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB11 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679580 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:25 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-9hqOx8zu_?TWEKz55xwnn_2jhaPteXb9MQ4693zch4i Scale = 1:35.9 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 4x4 3x4 3x4 11-11-011-11-0 5-11-8 5-11-8 11-11-0 5-11-8 -0-0-45-11-45-11-80-1-20-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.02 0.04 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: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 1=-100(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 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 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 5-11-8, Exterior(2) 5-11-8 to 8-11-8, Interior(1) 8-11-8 to 11-8-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 9, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 13, 14, 11, 10. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB12 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679581 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:26 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-dtNm8U_XlJbNsUYIffR0JCbsF_kqN_tIb4qghVzch4h Scale = 1:29.9 2 3 4 6 1 7 8 9 10 5 4x4 3x4 3x4 1.5x4 8-11-08-11-0 4-5-8 4-5-8 8-11-0 4-5-8 -0-0-44-5-44-5-80-1-20-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.10 0.04 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-0. (lb) - Max Horz 1=74(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 1=-374(LC 20), 5=-332(LC 21), 2=-202(LC 14), 4=-202(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=576(LC 20), 4=543(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-163/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-5-8, Exterior(2) 4-5-8 to 7-5-8, Interior(1) 7-5-8 to 8-8-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 5, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 1, 332 lb uplift at joint 5, 202 lb uplift at joint 2 and 202 lb uplift at joint 4. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB13 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679582 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:28 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ZGVXZA0nHwr55nign4TUPdgEuoQYrucb2OJmmOzch4f Scale = 1:29.9 2 3 4 5 6 10 9 8 1 11 12 13 14 7 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-11-08-11-0 4-5-8 4-5-8 8-11-0 4-5-8 -0-0-44-5-44-5-80-1-20-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.02 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-0. (lb) - Max Horz 1=-74(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-5-8, Exterior(2) 4-5-8 to 7-5-8, Interior(1) 7-5-8 to 8-8-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 7, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB14 Truss Type Piggyback Qty 1 Ply 1 289JGW Job Reference (optional) I50679583 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:28 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ZGVXZA0nHwr55nign4TUPdg7hoNproTb2OJmmOzch4f Scale = 1:73.3 12 3 4 5 6 7 10 9 8 11 3x4 5x12 MT18HS 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 12-7-612-7-6 11-4-6 11-4-6 12-7-6 1-3-0 0-5-311-2-120-1-109-11-120-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [8:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.20 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 59 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 12-0-9. (lb) - Max Horz 2=289(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9 except 10=-116(LC 14) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=430(LC 20), 9=503(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/429, 3-5=-281/289 WEBS 3-10=-338/218, 5-9=-368/247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 11-4-6, Exterior(2) 11-4-6 to 12-5-10 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) 8, 2, 9 except (jt=lb) 10=116. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB15 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679584 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:30 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-VfdH_r11pX5pL5s3uVWyU2lTWb4bJlIuWiotqGzch4d Scale = 1:69.3 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 1 18 3x4 4x4 4x4 4x4 3x4 12-3-1412-3-14 11-4-6 11-4-6 12-3-14 0-11-8 -0-0-411-4-211-4-610-4-1010-3-40-1-1012.00 12 Plate Offsets (X,Y)-- [11:Edge,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.18 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 8-13 REACTIONS.All bearings 12-3-14. (lb) - Max Horz 1=291(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 16, 17 except 1=-119(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 16, 17, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-551/558, 2-3=-511/511, 3-4=-438/437, 4-5=-364/364, 5-7=-292/294, 9-10=-276/302, 10-11=-263/279 WEBS 9-12=-371/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-4-6, Interior(1) 3-4-6 to 11-4-6, Exterior(2) 11-4-6 to 12-2-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 12, 13, 14, 15, 16, 17 except (jt=lb) 1=119. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB16 Truss Type Piggyback Qty 6 Ply 1 289JGW Job Reference (optional) I50679585 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:31 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-_rBfBB2farEfyFQFSC1B0FIaR?Ph29f1kMXRMizch4c Scale = 1:68.4 12 3 4 5 6 9 8 7 10 11 3x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 12-7-012-7-0 12-7-0 12-7-0 0-5-312-5-60-1-100-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [7:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.25 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 1 7 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 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 12-0-3. (lb) - Max Horz 2=330(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 7 except 2=263(LC 25), 9=434(LC 20), 8=497(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/546, 3-5=-396/398 WEBS 3-9=-313/190, 5-8=-341/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 12-5-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 7, 2, 9, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB17 Truss Type Piggyback Qty 4 Ply 1 289JGW Job Reference (optional) I50679586 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:31 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-_rBfBB2farEfyFQFSC1B0FIdW?Qc2AX1kMXRMizch4c Scale = 1:60.9 12 3 4 5 8 7 6 9 10 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 11-1-011-1-00-5-310-11-60-1-100-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-0-9,0-1-8], [6:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.19 0.33 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 120 120 n/a PLATES MT20 Weight: 55 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 10-6-3. (lb) - Max Horz 2=289(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 8=455(LC 20), 7=402(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-491/485, 3-4=-331/323 WEBS 3-8=-323/196, 4-7=-292/214 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 10-11-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 6, 2, 8, 7. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB18 Truss Type Piggyback Qty 1 Ply 1 289JGW Job Reference (optional) I50679587 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:32 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-S1l1PX3HL9MWaP?R0vYQZTrw1PownivBz0H_v9zch4b Scale = 1:14.5 1 2 3 4 5 3x4 3x4 3x4 3-8-53-8-5 1-10-2 1-10-2 3-8-5 1-10-2 0-6-12-3-150-1-100-6-10-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:Edge,0-3-3], [4:0-2-12,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-8-12, 4=2-8-12 Max Horz 2=45(LC 13) Max Grav 2=126(LC 1), 4=126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB19 Truss Type Piggyback Qty 5 Ply 1 289JGW Job Reference (optional) I50679588 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:33 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-wEIQct3w6SUNCYaeZd3f6gN5np78W99KCg0XRbzch4a Scale = 1:14.5 1 2 3 4 5 3x4 3x4 3x4 3-8-53-8-5 1-10-2 1-10-2 3-8-5 1-10-2 0-6-12-3-150-1-100-6-10-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:Edge,0-3-3], [4:0-2-12,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-8-12, 4=2-8-12 Max Horz 2=45(LC 13) Max Grav 2=126(LC 1), 4=126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss PB20 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679589 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:34 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-OQsoqD4YtmcEpi9q7KaueuwD0DTyFclUQKm5z1zch4Z Scale = 1:39.9 2 3 4 5 8 7 6 1 9 10 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 6-5-146-5-14-0-0-46-5-146-4-40-1-1012.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.02 0.04 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: 30 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-5-14. (lb) - Max Horz 1=164(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-406/398, 2-3=-319/289 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 6-4-2 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 7, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Q01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679590 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:35 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-scQA1Z5Ae4k5Rsk0h267B5SP9cpg_0Vdf_VeWUzch4Y Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 3x4 3x4 3x4 3x6 3x6 14-7-014-7-0 -0-10-8 0-10-8 5-5-6 5-5-6 9-1-10 3-8-5 14-7-0 5-5-6 15-5-8 0-10-8 3-2-1410-6-03-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [6:0-1-3,Edge], [8:0-1-3,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.05 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 117 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 5-19, 9-17 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 22=254(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 19, 17, 16, 15 except 22=-149(LC 14), 14=-103(LC 14), 20=-336(LC 13), 21=-445(LC 12) Max Grav All reactions 250 lb or less at joint(s) 22, 14, 18, 19, 17, 16, 15 except 20=545(LC 12), 21=589(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-250/253, 4-5=-333/412, 6-7=-221/284, 7-8=-221/284, 9-10=-331/411, 10-11=-202/257 WEBS 3-21=-582/515, 3-20=-448/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 5-5-6, Corner(3) 5-5-6 to 8-5-6, Exterior(2) 8-5-6 to 9-1-10, Corner(3) 9-1-10 to 12-1-10, Exterior(2) 12-1-10 to 15-5-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 17, 16, 15 except (jt=lb) 22=149, 14=103, 20=336, 21=445. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Q02 Truss Type Piggyback Base Qty 4 Ply 1 289JGW Job Reference (optional) I50679591 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:36 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-Ko_YEv6oPNsy30JDFldMjJ?Xr07PjVumueFB2wzch4X Scale = 1:58.2 1 2 3 4 5 6 10 9 8 7 11 12 13 14 6x6 4x6 3x4 1.5x4 3x4 6x6 6x6 4x8 5-5-65-5-6 9-1-103-8-5 14-7-05-5-6 -0-10-8 0-10-8 5-5-6 5-5-6 9-1-10 3-8-5 14-7-0 5-5-6 15-5-8 0-10-8 3-2-1410-6-03-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-1-8], [4:0-3-2,0-2-0], [5:0-3-0,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-8 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=253(LC 13) Max Uplift 10=-12(LC 14), 7=-12(LC 14) Max Grav 10=633(LC 1), 7=633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/146, 3-4=-270/172, 4-5=-463/146, 2-10=-580/123, 5-7=-580/123 BOT CHORD 9-10=-236/262, 8-9=-67/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-5-6, Exterior(2) 5-5-6 to 13-4-9, Interior(1) 13-4-9 to 15-5-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Q03 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679592 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:37 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-o?YwSF7Q9h_phAuPoT8bGWYjEQRISxHw7H_laMzch4W Scale = 1:58.2 1 2 3 4 8 7 6 591011121314 6x6 6x6 4x4 6x6 3x4 3x4 6x6 8x8 5-5-65-5-6 9-1-103-8-5 14-7-05-5-6 5-5-6 5-5-6 9-1-10 3-8-5 14-7-0 5-5-6 3-2-1410-6-03-2-1410-6-016.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [7:0-3-0,0-4-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.30 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=223(LC 30) Max Grav 8=3298(LC 1), 5=3547(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2203/0, 2-3=-1290/0, 3-4=-2252/0, 1-8=-2447/0, 4-5=-2501/0 BOT CHORD 7-8=-194/255, 6-7=0/1257 WEBS 2-7=0/1322, 3-6=0/1499, 1-7=0/1303, 4-6=0/1335 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 772 lb down at 1-5-13, 772 lb down at 3-5-13, 832 lb down at 5-5-13, 832 lb down at 7-5-13, 832 lb down at 9-5-13, and 832 lb down at 11-5-13, and 832 lb down at 13-5-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Q03 Truss Type Piggyback Base Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679592 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:37 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-o?YwSF7Q9h_phAuPoT8bGWYjEQRISxHw7H_laMzch4W LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-832(B) 9=-772(B) 10=-772(B) 11=-832(B) 12=-832(B) 13=-832(B) 14=-832(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2200315 Truss R01 Truss Type Common Supported Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679593 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:38 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-GB6Jfa72w?6gIKTbMAfqpk4wBqq_BOd3LxkI6ozch4V Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x4 3x4 3x4 13-7-013-7-0 -0-10-8 0-10-8 6-9-8 6-9-8 13-7-0 6-9-8 14-5-8 0-10-8 1-2-1410-3-91-2-1416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.08 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16 REACTIONS.All bearings 13-7-0. (lb) - Max Horz 20=-239(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-294(LC 12), 12=-260(LC 13), 19=-195(LC 11), 13=-185(LC 10) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 15, 14 except 20=317(LC 13), 12=283(LC 12), 16=333(LC 14), 19=316(LC 12), 13=296(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-227/287, 6-7=-227/287 WEBS 6-16=-400/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 6-9-8, Corner(3) 6-9-8 to 9-9-8, Exterior(2) 9-9-8 to 14-5-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 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) 17, 18, 15, 14 except (jt=lb) 20=294, 12=260, 19=195, 13=185. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss R02 Truss Type Common Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679594 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:39 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-lNghtw8ghIEXwT2owtA3Lxd0jD6jwi7DabTsfFzch4U Scale = 1:64.8 12 3 4 5 6 11 10 9 8 71213141516 4x8 5x12 MT18HS 5x12 MT18HS 8x8 4x8 8x8 4x8 8x8 3-6-83-6-8 6-9-83-3-0 10-0-83-3-0 13-7-03-6-8 -0-10-8 0-10-8 3-6-8 3-6-8 6-9-8 3-3-0 10-0-8 3-3-0 13-7-0 3-6-8 1-2-1410-3-91-2-1416.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0], [6:0-10-4,0-2-0], [8:0-3-8,0-4-8], [9:0-4-0,0-4-8], [10:0-3-8,0-4-8], [11:0-10-4,0-2-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.30 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=224(LC 31) Max Grav 11=5955(LC 1), 7=6340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5386/0, 3-4=-3954/0, 4-5=-3957/0, 5-6=-5450/0, 2-11=-5210/0, 6-7=-5195/0 BOT CHORD 10-11=-111/468, 9-10=0/3164, 8-9=0/3210, 7-8=0/418 WEBS 4-9=0/6010, 5-9=-1685/0, 5-8=0/2449, 3-9=-1595/0, 3-10=0/2329, 2-10=0/2897, 6-8=0/2902 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-11=-20 Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss R02 Truss Type Common Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679594 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:39 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-lNghtw8ghIEXwT2owtA3Lxd0jD6jwi7DabTsfFzch4U LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-1862 12=-1862 13=-1862 14=-1862 15=-1862 16=-1862 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss S01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679595 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:40 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-DaE34G9JScMOYdc_UbhIu9A5ddWofHwMpFDPBhzch4T Scale = 1:61.8 1 2 3 4 5 9 8 7 6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 6x6 1.5x4 -0-10-8 0-10-8 5-8-0 5-8-0 3-10-149-6-1412.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.82 0.06 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 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.All bearings 5-8-0. (lb) - Max Horz 9=253(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 9=-299(LC 12), 8=-426(LC 11) Max Grav All reactions 250 lb or less at joint(s) 6, 7 except 9=550(LC 11), 8=391(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1083/996, 2-3=-337/353, 3-4=-276/316 BOT CHORD 8-9=-455/478 WEBS 2-8=-910/963 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-1-8, Exterior(2) 2-1-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 6, 7 except (jt=lb) 9=299, 8=426. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss S02 Truss Type Monopitch Qty 2 Ply 1 289JGW Job Reference (optional) I50679596 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:40 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-DaE34G9JScMOYdc_UbhIu9A7KdTufGZMpFDPBhzch4T Scale = 1:54.5 1 2 3 5 4 6 7 1.5x4 6x6 1.5x4 3x6 5-8-05-8-0 -0-10-8 0-10-8 5-8-0 5-8-0 3-10-149-6-1412.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.24 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 -0.00 (loc) 4-5 4-5 4 l/defl >999 >690 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=253(LC 13) Max Uplift 4=-192(LC 11), 5=-36(LC 10) Max Grav 4=305(LC 20), 5=379(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/266, 3-4=-287/226, 2-5=-344/214 BOT CHORD 4-5=-426/414 WEBS 2-4=-381/409 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-1-8, Interior(1) 2-1-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 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 except (jt=lb) 4=192. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss T01 Truss Type Roof Special Structural Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679597 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:41 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-hmnRIcAxDwUF9nBA1ICXQMiRA1sQOnOV1vyyj7zch4S Scale = 1:45.5 1 2 3 4 8 7 6 5 9 10 1.5x4 3x6 4x4 1.5x4 6x6 1.5x4 1.5x4 1.5x4 1-6-91-6-9 3-10-82-3-15 5-7-01-8-8 1-6-9 1-6-9 3-10-8 2-3-15 5-7-0 1-8-8 1-2-96-4-92-5-21-8-216.00 12 16.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-0-7 except (jt=length) 8=0-3-8. (lb) - Max Horz 8=-116(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 8=-176(LC 12), 7=-152(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8, 7, 5, 6 except 7=300(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-273/250 WEBS 2-7=-273/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-8, Exterior(2) 3-10-8 to 5-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 8=176, 7=152. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss T02 Truss Type Roof Special Qty 2 Ply 1 289JGW Job Reference (optional) I50679598 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:42 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-9yLpVyAZ_Dc6nxmMb0kmzaFakR967EyfGZiWFazch4R Scale = 1:45.5 1 2 3 4 8 7 6 5 9 10 1.5x4 3x6 4x4 3x4 6x6 3x4 1.5x4 1.5x4 1-6-91-6-9 3-10-82-3-15 5-7-01-8-8 1-6-9 1-6-9 3-10-8 2-3-15 5-7-0 1-8-8 1-2-96-4-92-5-21-8-216.00 12 16.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.09 (loc) 7 7 5 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-116(LC 12) Max Uplift 5=-24(LC 11) Max Grav 8=231(LC 20), 5=242(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-274/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-8, Exterior(2) 3-10-8 to 5-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss T03 Truss Type Roof Special Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679599 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:43 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-d9vBiIBBlXkzP5LZ9jF?WnoikrVmsgooVDR3o0zch4Q Scale = 1:45.8 1 2 3 4 7 6 5 8 4x8 6x6 1.5x4 6x8 1.5x4 4x6 1-6-91-6-9 5-7-04-0-7 1-6-9 1-6-9 3-10-8 2-3-15 5-7-0 1-8-8 1-2-96-4-92-5-21-8-216.00 12 16.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-4], [6:0-5-0,0-3-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.23 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.06 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=113(LC 9) Max Grav 7=1041(LC 1), 5=925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1147/0, 1-2=-1325/0, 2-3=-958/0 BOT CHORD 6-7=-32/574 WEBS 2-6=0/412, 3-6=0/956 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 772 lb down at 1-6-9, and 772 lb down at 3-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Continued on page 2 March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss T03 Truss Type Roof Special Girder Qty 1 Ply 2 289JGW Job Reference (optional) I50679599 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:43 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-d9vBiIBBlXkzP5LZ9jF?WnoikrVmsgooVDR3o0zch4Q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-772(F) 8=-772(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2200315 Truss V01 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679600 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:44 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5LTaweCpWrsp0FwljRmE2?Ku1Esra6CyktBdKSzch4P Scale = 1:59.3 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 9-3-8 9-3-8 9-11-8 0-8-0 0-0-49-11-89-3-812.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.18 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 3-7 REACTIONS.All bearings 9-3-4. (lb) - Max Horz 1=263(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 7 except 6=-213(LC 21) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=475(LC 20), 7=403(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/431, 2-3=-259/250 WEBS 2-8=-337/204, 3-7=-339/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-11-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 7 except (jt=lb) 6=213. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V02 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679601 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:44 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5LTaweCpWrsp0FwljRmE2?KvCEt9a7ByktBdKSzch4P Scale = 1:40.6 1 2 3 4 6 573x4 1.5x4 1.5x4 1.5x4 1.5x4 6-7-8 6-7-8 7-3-8 0-8-0 0-0-47-3-86-7-812.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 3 4 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-7-4, 5=6-7-4, 6=6-7-4 Max Horz 1=190(LC 11) Max Uplift 1=-17(LC 12), 5=-85(LC 11), 6=-72(LC 14) Max Grav 1=147(LC 21), 5=211(LC 20), 6=350(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-342/327 WEBS 2-6=-276/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-3-12, Interior(1) 3-3-12 to 7-3-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V03 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679602 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:45 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-ZX1y7_DRH8_geOVxG8HTbCt7oeESJar5yXwAsuzch4O Scale = 1:26.3 1 2 3 4 6 5 7 3x4 1.5x4 1.5x4 1.5x4 1.5x4 3-11-8 3-11-8 4-7-8 0-8-0 0-0-44-7-83-11-812.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 3 3 5 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 No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-4, 5=3-11-4, 6=3-11-4 Max Horz 1=117(LC 11) Max Uplift 1=-12(LC 12), 5=-70(LC 11), 6=-30(LC 14) Max Grav 1=90(LC 11), 5=129(LC 20), 6=168(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-7-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V04 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679603 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:46 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-1kbKLKE32S7XGY48qsoi7QQBq2Xh2?EFBBgjOLzch4N Scale = 1:55.0 1 2 3 4 6 5 7 8 3x4 1.5x4 1.5x4 1.5x4 1.5x4 8-11-11 8-11-11 10-2-3 1-2-8 0-0-410-2-38-11-1112.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.15 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 3 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)1=8-11-11, 5=8-11-11, 6=8-11-11 Max Horz 1=269(LC 11) Max Uplift 1=-6(LC 12), 5=-129(LC 11), 6=-93(LC 14) Max Grav 1=225(LC 25), 5=279(LC 20), 6=503(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-440/436, 2-3=-251/241, 3-5=-281/216 WEBS 2-6=-381/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-2-3 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 5=129. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V05 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679604 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:46 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-1kbKLKE32S7XGY48qsoi7QQG?2Y_21mFBBgjOLzch4N Scale = 1:41.9 1 2 3 4 6 53x4 1.5x4 1.5x4 1.5x4 1.5x4 6-3-11 6-3-11 7-6-3 1-2-8 0-0-47-6-36-3-1112.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 5 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-7, 5=6-3-7, 6=6-3-7 Max Horz 1=196(LC 11) Max Uplift 1=-18(LC 12), 5=-116(LC 11), 6=-50(LC 14) Max Grav 1=151(LC 11), 5=212(LC 20), 6=281(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-349/327, 3-5=-255/197 WEBS 2-6=-270/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-1-13, Interior(1) 3-1-13 to 7-6-3 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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, 6 except (jt=lb) 5=116. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V06 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679605 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:47 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-Ww9iYfEipmFOtifKOZJxgdyTwSv?nUOOQrPHxnzch4M Scale = 1:27.4 1 2 3 4 6 53x4 1.5x4 1.5x4 1.5x4 1.5x4 3-7-11 3-7-11 4-10-3 1-2-8 0-0-44-10-33-7-1112.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4 4 5 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-7, 5=3-7-7, 6=3-7-7 Max Horz 1=123(LC 11) Max Uplift 1=-12(LC 12), 5=-110(LC 11) Max Grav 1=94(LC 11), 5=182(LC 20), 6=118(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-5-15, Interior(1) 3-5-15 to 4-10-3 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 5=110. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V07 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679606 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:48 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-_6i4m?FKa3NFVsEWyGqACrVdVsEzWwZXeV9qTDzch4L Scale = 1:44.4 1 2 3 45 8 7 6 9 10 11 12 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-30-0-3 10-5-010-4-13 5-2-8 5-2-8 10-5-0 5-2-8 0-0-46-11-50-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.10 0.08 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-4-10. (lb) - Max Horz 1=136(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 1=-169(LC 12), 5=-152(LC 13), 8=-161(LC 14), 6=-161(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=395(LC 19), 6=395(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-388/324, 4-6=-388/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 5-2-8, Exterior(2) 5-2-8 to 8-2-8, Interior(1) 8-2-8 to 10-1-8 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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 169 lb uplift at joint 1, 152 lb uplift at joint 5, 161 lb uplift at joint 8 and 161 lb uplift at joint 6. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V08 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679607 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:49 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-SJGTzLGyLNV670ojV_MPl22ofFaeFOjht9uN?gzch4K Scale = 1:28.6 1 2 3 43x4 4x4 3x4 1.5x4 0-0-30-0-3 6-5-06-4-13 3-2-8 3-2-8 6-5-0 3-2-8 0-0-44-3-50-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-4-10, 3=6-4-10, 4=6-4-10 Max Horz 1=-81(LC 12) Max Uplift 1=-15(LC 14), 3=-15(LC 14) Max Grav 1=149(LC 1), 3=149(LC 1), 4=178(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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 15 lb uplift at joint 1 and 15 lb uplift at joint 3. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V10 Truss Type Roof Special Qty 1 Ply 1 289JGW Job Reference (optional) I50679608 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:49 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-SJGTzLGyLNV670ojV_MPl22n1FarFLoht9uN?gzch4K Scale = 1:41.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 193x4 3x4 3x4 3x4 3x4 19-8-619-8-6 7-1-6 7-1-6 19-8-6 12-7-0 0-0-47-1-612.00 12 Plate Offsets (X,Y)-- [3:0-1-8,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.12 0.21 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: 81 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-2. (lb) - Max Horz 1=186(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 9, 10, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 9=434(LC 19), 10=404(LC 20), 11=441(LC 19), 13=396(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-298/295 WEBS 6-9=-259/86, 2-13=-282/178 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-1-6, Exterior(2) 7-1-6 to 11-4-5, Interior(1) 11-4-5 to 19-6-10 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 9, 10, 11, 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V11 Truss Type Roof Special Qty 1 Ply 1 289JGW Job Reference (optional) I50679609 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:50 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-wVqrAhHa6hdzkANv3hteIGazKfw7_q_q6pexX6zch4J Scale = 1:28.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 3x4 3x4 3x4 17-0-617-0-6 4-5-6 4-5-6 17-0-6 12-7-0 0-0-44-5-612.00 12 Plate Offsets (X,Y)-- [2:0-1-8,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.12 0.09 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: 58 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-2. (lb) - Max Horz 1=114(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=433(LC 19), 9=396(LC 20), 11=450(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-260/80, 3-11=-283/175 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-5-6, Exterior(2) 4-5-6 to 8-8-5, Interior(1) 8-8-5 to 16-10-10 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V12 Truss Type Roof Special Qty 1 Ply 1 289JGW Job Reference (optional) I50679610 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:51 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-OhODO1HCs_lqMJy5dPOtqT77g3G?jI5_LTNU4Yzch4I Scale = 1:23.4 1 2 3 4 5 6 10 9 8 7 11 12 13 3x4 3x4 14-4-614-4-6 1-9-6 1-9-6 14-4-6 12-7-0 0-0-41-9-612.00 12 Plate Offsets (X,Y)-- [2:0-1-8,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.08 0.03 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: 39 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-2. (lb) - Max Horz 1=41(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=338(LC 27), 9=331(LC 27), 10=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-253/74 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 6-0-5, Interior(1) 6-0-5 to 14-2-10 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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) 7, 8, 9, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V13 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679611 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:52 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-stybbNIqdIth_TXHB6v6NhgBZTYAShw7Z772c_zch4H Scale = 1:65.1 1 2 3 4 5 8 7 6 9 10 11 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 11-8-611-8-6 11-8-6 11-8-6 0-0-411-8-612.00 12 Plate Offsets (X,Y)-- [5:0-0-9,0-1-8], [6:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.28 0.32 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: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 11-8-2. (lb) - Max Horz 1=306(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 6, 1, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=502(LC 19), 8=384(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-522/517, 2-4=-397/390 WEBS 4-7=-340/231, 2-8=-285/181 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-6-10 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 8. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V14 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679612 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:53 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-K4WzpjJSOc?Ybd6UkqQLvuCOCtv_BBCHonsb8Rzch4G Scale = 1:61.0 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 3x4 3x4 10-11-11 10-11-11 0-0-410-11-1112.00 12 Plate Offsets (X,Y)-- [6:0-0-9,0-1-8], [7:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.24 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: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 10-11-11. (lb) - Max Horz 1=286(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-502/490, 2-3=-409/390, 3-4=-340/328, 4-5=-267/267 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-9-15 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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, 8, 9, 10, 11. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V15 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679613 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:53 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-K4WzpjJSOc?Ybd6UkqQLvuCTCtxsB9FHonsb8Rzch4G Scale = 1:75.2 1 2 3 4 5 9 8 7 6 10 11 12 13 4x4 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-1-130-1-13 16-10-616-10-6 8-2-0 8-2-0 16-10-6 8-8-6 0-0-411-7-30-0-416.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-1] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.12 0.25 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: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEDGE Left: 2x6 SP 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 3-7 REACTIONS.All bearings 17-0-0. (lb) - Max Horz 1=-232(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 1 except 9=-200(LC 14), 6=-197(LC 14) Max Grav All reactions 250 lb or less at joint(s) 5, 1 except 7=301(LC 19), 9=545(LC 19), 6=548(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-425/314, 4-6=-426/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-1-13 to 2-10-3, Interior(1) 2-10-3 to 8-2-0, Exterior(2) 8-2-0 to 11-2-0, Interior(1) 11-2-0 to 16-6-14 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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, 1 except (jt=lb) 9=200, 6=197. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V16 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679614 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:54 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-oG4M03K59v7PDnhgIXxaS6letGH_wezQ1Rc8htzch4F Scale = 1:60.7 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-30-0-3 14-4-1214-4-9 7-2-6 7-2-6 14-4-12 7-2-6 0-0-49-7-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.13 0.09 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: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 14-4-6. (lb) - Max Horz 1=-191(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-160(LC 14), 6=-160(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=323(LC 19), 8=459(LC 19), 6=459(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-357/271, 4-6=-357/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-2-6, Interior(1) 3-2-6 to 7-2-6, Exterior(2) 7-2-6 to 10-2-6, Interior(1) 10-2-6 to 14-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=160, 6=160. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V17 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679615 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:55 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-HSekEOKjwDFGrxGssFSp?JIprgc4f5zZF5LiDJzch4E Scale: 1/4"=1' 1 2 3 4 5 8 7 6 9 10 11 12 13 143x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-30-0-3 11-4-1211-4-9 5-8-6 5-8-6 11-4-12 5-8-6 0-0-47-7-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.14 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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-6. (lb) - Max Horz 1=-150(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-118(LC 12), 8=-147(LC 14), 6=-147(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=311(LC 19), 8=389(LC 19), 6=389(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-346/280, 4-6=-346/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 5-8-6, Exterior(2) 5-8-6 to 8-8-6, Interior(1) 8-8-6 to 11-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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 except (jt=lb) 1=118, 8=147, 6=147. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V18 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679616 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:56 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-lfB6RkLLhXN6S5r3Qy_2XXqyn4yOOZwjUl5Flmzch4D Scale = 1:37.0 1 2 3 4 5 6 7 8 3x4 4x4 3x4 1.5x4 0-0-30-0-3 8-4-128-4-9 4-2-6 4-2-6 8-4-12 4-2-6 0-0-45-7-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-4-6, 3=8-4-6, 4=8-4-6 Max Horz 1=-108(LC 12) Max Uplift 1=-20(LC 14), 3=-20(LC 14) Max Grav 1=200(LC 1), 3=200(LC 1), 4=238(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 4-2-6, Exterior(2) 4-2-6 to 7-2-6, Interior(1) 7-2-6 to 8-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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, 3. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V19 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679617 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:57 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-DrlUe4MzSqVz4EQFzfVH4kNAUUKt70ssjPqpHCzch4C Scale = 1:24.5 1 2 3 43x4 4x4 3x4 1.5x4 0-0-30-0-3 5-4-125-4-9 2-8-6 2-8-6 5-4-12 2-8-6 0-0-43-7-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-6, 3=5-4-6, 4=5-4-6 Max Horz 1=-67(LC 12) Max Uplift 1=-12(LC 14), 3=-12(LC 14) Max Grav 1=123(LC 1), 3=123(LC 1), 4=146(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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, 3. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V20 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679618 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:57 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-DrlUe4MzSqVz4EQFzfVH4kN9gUJp7?8sjPqpHCzch4C Scale = 1:52.5 1 2 3 4 5 8 7 6 9 10 11 123x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-30-0-3 12-4-1212-4-9 6-2-6 6-2-6 12-4-12 6-2-6 0-0-48-3-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.12 0.13 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-6. (lb) - Max Horz 1=-163(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-146(LC 14), 6=-146(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=321(LC 19), 8=399(LC 19), 6=398(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-337/266, 4-6=-337/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 6-2-6, Exterior(2) 6-2-6 to 9-2-6, Interior(1) 9-2-6 to 12-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=146, 6=146. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V21 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679619 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:58 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-h1JssQNbD8dqiO?RXN0WcyvJCueHsS_0y3aMqezch4B Scale = 1:41.1 1 2 3 4 5 6 7 8 3x4 4x4 3x4 1.5x4 0-0-30-0-3 9-4-129-4-9 4-8-6 4-8-6 9-4-12 4-8-6 0-0-46-3-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.17 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-4-6, 3=9-4-6, 4=9-4-6 Max Horz 1=122(LC 13) Max Uplift 1=-8(LC 14), 3=-8(LC 14) Max Grav 1=211(LC 1), 3=211(LC 1), 4=282(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 4-8-6, Exterior(2) 4-8-6 to 7-8-6, Interior(1) 7-8-6 to 9-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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, 3. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V22 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679620 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:18:59 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-9EtF3mOD_SlhJYZe54Xl99SV9H_?bwC9AjJvM5zch4A Scale = 1:28.5 1 2 3 43x4 4x4 3x4 1.5x4 0-0-30-0-3 6-4-126-4-9 3-2-6 3-2-6 6-4-12 3-2-6 0-0-44-3-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-4-6, 3=6-4-6, 4=6-4-6 Max Horz 1=-80(LC 12) Max Uplift 1=-15(LC 14), 3=-15(LC 14) Max Grav 1=149(LC 1), 3=149(LC 1), 4=177(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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, 3. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss V23 Truss Type Valley Qty 1 Ply 1 289JGW Job Reference (optional) I50679621 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:00 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-dQRdH6OslltYxi8qfo2_iN?ithL5KNlIPM3TuXzch49 Scale = 1:14.2 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-30-0-3 3-4-123-4-9 1-8-6 1-8-6 3-4-12 1-8-6 0-0-42-3-30-0-416.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-6, 3=3-4-6, 4=3-4-6 Max Horz 1=-39(LC 12) Max Uplift 1=-7(LC 14), 3=-7(LC 14) Max Grav 1=72(LC 1), 3=72(LC 1), 4=86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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, 3. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss W01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679622 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:01 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5c??USPUW3?PZsj0CVZDEaXtX5hI3pmSe0o0Qzzch48 Scale = 1:44.4 1 2 3 4 5 6 7 12 11 10 9 83x4 4x4 3x4 10-0-010-0-0 5-2-8 5-2-8 10-0-0 4-9-8 0-1-87-0-130-8-316.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.02 0.08 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 1=-139(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 12, 9, 8 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-2-6 to 3-2-8, Exterior(2) 3-2-8 to 5-2-8, Corner(3) 5-2-8 to 8-2-8, Exterior(2) 8-2-8 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 12, 9, 8. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss W02 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679623 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:01 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-5c??USPUW3?PZsj0CVZDEaXrs5gL3ppSe0o0Qzzch48 Scale = 1:46.8 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-0-010-0-0 5-2-8 5-2-8 10-0-0 4-9-8 0-1-87-0-130-8-316.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.08 0.08 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 1=-139(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 1=-156(LC 12), 5=-185(LC 13), 8=-156(LC 14), 6=-189(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=384(LC 19), 6=414(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-273/219 WEBS 2-8=-377/333, 4-6=-421/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-2-6 to 3-2-6, Exterior(2) 3-2-6 to 5-2-8, Corner(3) 5-2-8 to 8-2-8, Exterior(2) 8-2-8 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 1, 185 lb uplift at joint 5, 156 lb uplift at joint 8 and 189 lb uplift at joint 6. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss X01 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 289JGW Job Reference (optional) I50679624 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:03 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-2?6lv8Rk2gG7o9tPKwchJ?d6mvKzXfWl5KH7Vszch46 Scale = 1:72.0 1 2 3 4 15 14 13 12 11 9 8 7 6 5 32 33 34 35 10 36 6x6 7x12 MT18HS 4x4 3x4 3x4 4x8 4x6 6-4-06-4-0 7-1-20-9-2 13-3-16-1-15 13-7-00-3-15 19-5-05-10-0 7-1-2 7-1-2 13-3-1 6-1-15 19-5-0 6-1-15 3-10-1411-0-012.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-1-12], [5:Edge,0-3-8], [26:0-1-15,0-0-12], [28:0-1-15,0-0-12], [30:0-1-15,0-0-12] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.20 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-9, 2-8, 3-8, 4-8 REACTIONS.All bearings 6-1-8 except (jt=length) 15=6-7-8, 11=6-7-8, 13=6-7-8, 14=6-7-8, 10=0-3-8. (lb) - Max Horz 15=286(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 11, 10 except 5=-114(LC 11), 8=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 7, 11, 13, 14, 10 except 15=450(LC 20), 8=865(LC 19), 8=827(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/83, 1-15=-421/60 BOT CHORD 14-15=-419/440, 13-14=-419/440, 11-13=-419/440, 10-11=-419/440, 9-10=-419/440, 8-9=-207/306 WEBS 2-8=-384/170, 3-8=-431/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-1-2, Exterior(2) 7-1-2 to 11-4-1, Interior(1) 11-4-1 to 19-3-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 11, 10 except (jt=lb) 5=114, 8=109. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss X02 Truss Type Piggyback Base Qty 1 Ply 1 289JGW Job Reference (optional) I50679625 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:04 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-WBg86TRMp_O_QJSbud7wsD9EtIfCG4zuK_1g1Izch45 Scale = 1:67.6 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 6x6 7x12 MT18HS 3x4 3x4 3x4 1.5x4 4x8 4x6 3x4 7-1-27-1-2 13-4-136-3-11 19-8-86-3-11 7-1-2 7-1-2 13-4-13 6-3-11 19-8-8 6-3-11 3-10-1411-0-010-8-80-3-811-0-012.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-1-12], [5:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.26 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.01 (loc) 8-9 8-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 124 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-8, 2-6, 3-6 REACTIONS. (size)9=0-5-8, 5=0-3-8 Max Horz 9=286(LC 11) Max Uplift 5=-117(LC 11) Max Grav 9=783(LC 20), 5=889(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-653/100, 2-3=-388/144, 3-4=-387/144, 4-5=-761/176, 1-9=-722/82 BOT CHORD 8-9=-414/447, 6-8=-240/478 WEBS 3-6=-438/136, 4-6=-164/732, 1-8=-8/421 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-1-2, Exterior(2) 7-1-2 to 11-4-1, Interior(1) 11-4-1 to 19-6-12 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=117. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Y01 Truss Type GABLE Qty 1 Ply 1 289JGW Job Reference (optional) I50679626 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:04 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-WBg86TRMp_O_QJSbud7wsD9BXIjMG2LuK_1g1Izch45 Scale = 1:71.8 1 2 3 4 5 6 11 10 9 8 7 12 13 1.5x4 1.5x4 4x4 1.5x4 3x6 1.5x4 1.5x4 1.5x4 6x6 3x4 4x6 7-3-07-3-0 -1-0-0 1-0-0 0-9-2 0-9-2 7-3-0 6-5-14 10-2-1411-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [12:0-1-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.89 0.06 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 2 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 2-11: 2x4 SP DSS OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 6-7, 3-10, 4-9, 5-8 REACTIONS.All bearings 7-3-0. (lb) - Max Horz 11=287(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 10, 9 except 11=-230(LC 14), 7=-757(LC 11), 8=-571(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9 except 7=725(LC 12), 8=814(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-307/306, 2-3=-300/360, 7-12=-1604/1653 BOT CHORD 10-11=-440/473, 9-10=-443/475, 8-9=-443/475 WEBS 5-8=-528/443, 8-12=-1053/1101, 5-12=-630/733 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-0 to 3-9-2, Exterior(2) 3-9-2 to 7-1-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 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) 10, 9 except (jt=lb) 11=230, 7=757, 8=571. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Z01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679627 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:05 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-_OEWKpS_ZIWr2T1nRLe9PQiQWi?Z?b22ZemEZkzch44 Scale = 1:73.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x12 MT18HS 3x4 4x4 3x4 3x4 2-2-72-2-7 11-10-09-7-9 11-10-0 11-10-0 1-0-412-10-411-3-21-7-212.00 12 10.00 12 Plate Offsets (X,Y)-- [9:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.62 0.25 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 74 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 8-9, 7-10 REACTIONS.All bearings 11-10-0. (lb) - Max Horz 16=319(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 14, 10, 11, 12, 13 except 16=-239(LC 12), 15=-355(LC 11) Max Grav All reactions 250 lb or less at joint(s) 9, 14, 10, 11, 12, 13 except 16=466(LC 11), 15=326(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-543/492, 1-2=-694/661, 2-4=-494/481, 4-5=-432/434, 5-6=-340/357, 6-7=-265/303 BOT CHORD 15-16=-241/289, 14-15=-223/266 WEBS 2-15=-294/263 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 11-8-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 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) 9, 14, 10, 11, 12, 13 except (jt=lb) 16=239, 15=355. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 14, 10, 11, 12, 13, 15. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Z02 Truss Type Monopitch Structural Gable Qty 1 Ply 1 289JGW Job Reference (optional) I50679628 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:06 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-SaouX9TcKbeifdc_?29OxeFee6MXk2WBnIWn6Bzch43 Scale = 1:71.2 1 2 3 4 5 6 13 12 11 10 9 8 7 18 19 4x6 3x4 3x4 3x6 6x8 4x6 4x6 4x8 2-5-92-5-9 4-7-102-2-1 12-11-08-3-6 2-5-9 2-5-9 4-7-10 2-2-1 8-7-9 3-11-15 12-11-0 4-3-7 1-3-414-2-49-10-24-4-212.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [11:0-5-4,0-3-0], [16:0-2-0,0-0-5] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.14 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 7-8 12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 8-3-6 except (jt=length) 13=0-3-8. (lb) - Max Horz 13=323(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 13, 8 except 7=-168(LC 11), 11=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10 except 13=359(LC 13), 7=312(LC 19), 11=535(LC 19), 11=465(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-282/28, 3-4=-253/282 BOT CHORD 12-13=-707/729, 11-12=-594/781 WEBS 3-11=-356/205 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-9-4 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8 except (jt=lb) 7=168, 11=176. March 10,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200315 Truss Z03 Truss Type Monopitch Qty 1 Ply 1 289JGW Job Reference (optional) I50679629 8.530 s Dec 6 2021 MiTek Industries, Inc. Wed Mar 9 10:19:07 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:JVZ3MCmI4WKKuEpExBa5tmzciJ?-wmMGlVUF5vmZHnBAZmgdUrnnVWdGTMOK0yFKedzch42 Scale = 1:83.8 1 23 4 5 6 10 9 8 7 11 12 13 14 1.5x4 4x6 3x4 3x4 3x6 6x8 4x6 4x6 1.5x4 4x8 2-5-92-5-9 4-7-102-2-1 13-2-88-6-14 2-5-9 2-5-9 4-7-10 2-2-1 8-9-5 4-1-11 13-2-8 4-5-3 1-3-414-5-1210-1-104-4-212.00 12 12.00 12 Plate Offsets (X,Y)-- [8:0-5-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.50 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.45 0.21 (loc) 7-8 7-8 7 l/defl >727 >341 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-6 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=331(LC 11) Max Uplift 7=-148(LC 11) Max Grav 10=561(LC 20), 7=587(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-588/208, 1-3=-1442/505, 3-4=-2133/669, 4-5=-2194/762 BOT CHORD 9-10=-727/758, 8-9=-1128/2088, 7-8=-270/477 WEBS 1-9=-346/1051, 3-9=-425/133, 3-8=-56/457, 5-8=-995/2343, 5-7=-592/299 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-0-12 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 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=148. March 10,2022 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