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HomeMy WebLinkAboutM003.016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. June 22,2021 Liu, Xuegang Pages or sheets covered by this seal: I46677971 thru I46678044 My license renewal date for the state of Indiana is July 31, 2022. 25051-25051A TG181 RF A 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 25051-25051A Truss A01 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677971 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-?nGIazN1AGF42Xtpr2NsuYq1BLCSLjb9pPgWCGz3nnJ Scale = 1:67.1 1 2 3 45 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 57 56 55 54 53 52 51 50 49 48 47 4645 44 43 42 41 40 39 3837 36 35 34 33 32 31 58 59 60 3x8 MT18HS 5x6 5x6 3x8 MT18HS 5x6 3x8 MT18HS 5x6 33-10-8 33-10-8 -0-11-0 0-11-0 11-0-11 11-0-11 16-7-13 5-7-2 33-10-8 17-2-11 4-1-1010-7-00-6-710-7-07.00 12 Plate Offsets (X,Y)-- [5:0-2-6,0-1-8], [12:0-3-0,0-1-12], [17:Edge,0-2-12], [24:0-3-0,0-3-0], [39:0-3-0,0-1-8], [47:0-3-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.07 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 1 1 30 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 273 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 12-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 18-43, 16-44, 15-45, 14-46, 13-48, 11-49, 10-50, 9-51, 19-42, 20-41 REACTIONS.All bearings 33-10-8. (lb) - Max Horz 57=-243(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 57, 43, 44, 45, 46, 48, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 57, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-154/272, 11-12=-149/260, 12-13=-139/252, 13-14=-139/252, 14-15=-139/252, 15-16=-139/252, 16-17=-139/252, 18-19=-158/278, 19-20=-145/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-3-4, Exterior(2N) 2-3-4 to 7-7-4, Corner(3R) 7-7-4 to 20-0-8, Exterior(2N) 20-0-8 to 30-3-4, Corner(3E) 30-3-4 to 33-10-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) 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) Gable requires continuous bottom chord bearing. 11) Gable studs spaced at 1-4-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 57, 43, 44, 45, 46, 48, 50, 51, 52, 53, 54, 55, 56, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31, 30.Continued on page 2 June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss A01 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677971 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:35 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-UzqhoIOfxZNxghS?Plu5RmNCxlYh4ArJ23P3liz3nnI NOTES- 15) 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 25051-25051A Truss A02 Truss Type Piggyback Base Qty 4 Ply 1 TG181 RF A Job Reference (optional) I46677972 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-QLxRC_PvTBdev?bOXAwZWBSPFZ0fYzIbVNuApaz3nnG Scale = 1:67.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 22 23 24 25 26 27 28 5x6 5x9 3x4 3x8 MT18HS 5x6 6x6 4x8 4x4 8x8 1.5x4 5x6 3x8 MT18HS 5x6 2-5-5 2-5-5 11-0-11 8-7-6 16-7-13 5-7-2 25-3-3 8-7-6 33-10-8 8-7-5 -0-11-0 0-11-0 2-5-5 2-5-5 11-0-11 8-7-6 16-7-13 5-7-2 25-3-3 8-7-6 33-10-8 8-7-5 4-1-1010-7-00-6-710-7-07.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-4], [4:0-4-0,0-2-4], [5:0-7-0,0-2-4], [6:0-4-0,0-4-8], [7:0-0-0,0-0-1] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.64 1.00 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.37 0.09 0.05 (loc) 8-10 8-10 7 8-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-12, 6-10 REACTIONS. (size)14=0-3-8, 7=Mechanical Max Horz 14=-241(LC 12) Max Uplift 14=-71(LC 14), 7=-93(LC 15) Max Grav 14=1959(LC 45), 7=1786(LC 49) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-999/94, 3-4=-1721/158, 4-5=-1303/182, 5-6=-1925/161, 6-7=-2888/148, 2-14=-2011/74 BOT CHORD 12-13=-107/1044, 10-12=0/1486, 8-10=-45/2417, 7-8=-42/2428 WEBS 3-13=-1332/172, 3-12=-71/524, 4-12=-0/431, 5-12=-465/79, 5-10=-32/909, 6-10=-1222/218, 6-8=0/402, 2-13=-78/1757 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-5-5, Interior(1) 2-5-5 to 6-3-3, Exterior(2R) 6-3-3 to 21-5-5, Interior(1) 21-5-5 to 30-5-14, Exterior(2E) 30-5-14 to 33-10-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) 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) 14, 7. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss A03 Truss Type Piggyback Base Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677973 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-Mk3BdgR9?otM9Ilmeby1bcXh0Ml00qiuzgNHuTz3nnE Scale = 1:68.1 1 2 3 4 5 6 14 13 12 11 9 8 7 18 19 20 21 22 23 24 25 26 10 27 28 5x6 5x9 8x12 MT20HS 1.5x4 3x8 MT18HS 5x6 4x4 4x8 4x4 1.5x4 5x6 5x6 3x8 MT18HS 2-5-5 2-5-5 11-0-11 8-7-6 12-10-0 1-9-5 16-7-13 3-9-13 25-3-3 8-7-6 33-10-8 8-7-5 2-5-5 2-5-5 11-0-11 8-7-6 16-7-13 5-7-2 25-3-3 8-7-6 33-10-8 8-7-5 4-1-1010-7-00-6-710-7-07.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [4:0-7-0,0-2-4], [6:0-0-0,0-1-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.81 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.01 0.09 (loc) 7-17 7-17 6 7-17 l/defl >999 >920 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 189 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 3-4: 2x4 SPF No.2, 5-6: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 3-12, 4-12, 5-9 REACTIONS.All bearings 13-1-8 except (jt=length) 6=Mechanical, 10=0-3-8. (lb) - Max Horz 14=-236(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 13 except 14=-364(LC 46), 6=-100(LC 15), 10=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14 except 13=825(LC 46), 12=2254(LC 44), 6=1074(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-50/602, 3-4=-9/438, 4-5=-454/145, 5-6=-1517/162, 1-14=-72/297 BOT CHORD 10-12=-4/285, 9-10=-4/285, 7-9=-54/1197, 6-7=-52/1208 WEBS 2-13=-523/220, 2-12=-462/81, 3-12=-698/79, 4-12=-1320/55, 4-9=-13/922, 5-9=-1240/214, 5-7=0/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-6-6, Interior(1) 3-6-6 to 6-3-3, Exterior(2R) 6-3-3 to 21-5-5, Interior(1) 21-5-5 to 30-5-14, Exterior(2E) 30-5-14 to 33-10-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 14=364, 6=100, 10=106. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss A04 Truss Type Piggyback Base Qty 8 Ply 1 TG181 RF A Job Reference (optional) I46677974 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-qwdar0Snm6?DmSKzCIUG8p4sim5NlIn2CK7qQvz3nnD Scale = 1:67.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 19 20 21 22 23 24 25 26 27 28 29 5x9 5x9 8x12 MT20HS 1.5x4 3x8 MT18HS 5x6 4x4 4x4 4x8 1.5x4 4x4 1.5x4 5x6 5x6 3x8 MT18HS 2-5-5 2-5-5 11-0-11 8-7-6 12-11-12 1-11-1 16-7-13 3-8-1 25-3-3 8-7-6 33-10-8 8-7-5 2-5-5 2-5-5 11-0-11 8-7-6 12-11-12 1-11-1 16-7-13 3-8-1 25-3-3 8-7-6 33-10-8 8-7-5 4-1-1010-7-00-6-710-7-07.00 12 Plate Offsets (X,Y)-- [3:0-7-0,0-2-4], [5:0-7-0,0-2-4], [7:0-0-0,0-1-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.80 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.01 0.09 (loc) 8-18 8-18 7 8-18 l/defl >999 >919 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 211 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 3-5: 2x4 SPF No.2, 6-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-11, 4-11, 5-11, 6-10 REACTIONS. (size)15=Mechanical, 11=0-3-8, 7=Mechanical Max Horz 15=-236(LC 12) Max Uplift 15=-53(LC 14), 11=-1(LC 14), 7=-96(LC 15) Max Grav 15=554(LC 46), 11=2105(LC 44), 7=1027(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-331/60, 2-3=-248/347, 3-4=-45/344, 4-5=-45/344, 5-6=-357/137, 6-7=-1430/154, 1-15=-617/33 BOT CHORD 13-14=-137/480, 8-10=-47/1122, 7-8=-45/1133 WEBS 2-14=-396/178, 2-13=-593/115, 3-13=0/577, 3-11=-1094/35, 4-11=-328/72, 5-11=-1269/60, 5-10=-14/888, 6-10=-1242/213, 6-8=0/467, 1-14=-92/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-6-6, Interior(1) 3-6-6 to 6-3-3, Exterior(2R) 6-3-3 to 21-5-5, Interior(1) 21-5-5 to 30-5-14, Exterior(2E) 30-5-14 to 33-10-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11, 7. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss A05 Truss Type Piggyback Base Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46677975 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-mJlKGiT2IjFx0mULJjWkDE9C6am8DCkLfecxVoz3nnB Scale = 1:72.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 19 20 21 22 23 24 25 26 27 28 29 30 5x9 5x9 8x12 MT20HS 1.5x4 3x8 MT18HS 5x6 4x4 4x4 4x8 1.5x4 4x4 1.5x4 5x6 5x6 3x8 MT18HS 2-5-5 2-5-5 11-0-11 8-7-6 15-0-4 3-11-9 16-7-13 1-7-9 25-3-3 8-7-6 33-10-8 8-7-5 2-5-5 2-5-5 11-0-11 8-7-6 15-0-4 3-11-9 16-7-13 1-7-9 25-3-3 8-7-6 33-10-8 8-7-5 4-1-1010-7-00-6-710-7-07.00 12 Plate Offsets (X,Y)-- [3:0-7-0,0-2-4], [5:0-7-0,0-2-4] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.96 0.78 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.01 0.09 (loc) 8-18 8-18 7 8-18 l/defl >999 >811 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 211 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SP DSS *Except* 3-5: 2x4 SPF No.2, 6-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-11, 4-11, 5-11, 6-10 REACTIONS. (size)15=Mechanical, 11=0-3-8, 7=Mechanical Max Horz 15=-236(LC 12) Max Uplift 15=-56(LC 14), 7=-98(LC 15) Max Grav 15=721(LC 46), 11=2064(LC 44), 7=933(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-418/63, 2-3=-379/129, 3-4=-65/309, 4-5=-65/309, 5-6=-199/284, 6-7=-1253/158, 1-15=-783/35 BOT CHORD 13-14=-133/557, 8-10=-51/970, 7-8=-48/981 WEBS 2-14=-522/183, 2-13=-482/114, 3-13=0/524, 3-11=-939/40, 4-11=-353/73, 5-11=-1325/42, 5-10=0/873, 6-10=-1246/213, 6-8=0/468, 1-14=-95/805 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-6-6, Interior(1) 3-6-6 to 6-3-3, Exterior(2R) 6-3-3 to 21-5-5, Interior(1) 21-5-5 to 30-5-14, Exterior(2E) 30-5-14 to 33-10-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 7. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss A06 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677976 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-bT6bWlYptZ04khxVg_d8TVPQL__md23D1a3FiSz3nn5 Scale = 1:63.0 1 2 34 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 57 58 59 3x8 MT18HS 5x6 5x6 3x8 MT18HS 5x6 3x8 MT18HS 5x6 33-10-8 33-10-8 11-0-11 11-0-11 16-7-13 5-7-2 33-10-8 17-2-11 4-1-1010-7-00-6-710-7-07.00 12 Plate Offsets (X,Y)-- [4:0-2-6,0-1-8], [11:0-3-0,0-1-12], [16:Edge,0-2-12], [23:0-3-0,0-3-0], [38:0-3-0,0-1-8], [46:0-3-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.07 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 11-16,16-23: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-42, 15-43, 14-44, 13-45, 12-47, 10-48, 9-49, 8-50, 18-41, 19-40 REACTIONS.All bearings 33-10-8. (lb) - Max Horz 56=-239(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 56, 42, 43, 44, 45, 47, 49, 50, 51, 52, 53, 54, 55, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 56, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-7-4, Exterior(2N) 3-7-4 to 7-7-4, Corner(3R) 7-7-4 to 20-0-8, Exterior(2N) 20-0-8 to 30-3-4, Corner(3E) 30-3-4 to 33-10-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) Gable requires continuous bottom chord bearing. 10) Gable studs spaced at 1-4-0 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) 56, 42, 43, 44, 45, 47, 49, 50, 51, 52, 53, 54, 55, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss B01 Truss Type Roof Special Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677977 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-XsELxRZ3PAGoz_5unPfcYwUcLoU?5t6WVuYMnKz3nn3 Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 2030 31 32 33 34 4x8 3x8 MT18HS 4x8 5x9 3x4 1.5x4 1.5x4 3x8 MT18HS 6x8 4x4 5x9 8x8 6x8 4x4 1.5x4 5x6 5x6 5x6 2-3-8 2-3-8 6-11-6 4-7-14 11-8-0 4-8-10 11-8-8 0-0-8 12-4-0 0-7-8 15-2-4 2-10-4 20-10-9 5-8-5 22-9-6 1-10-13 30-4-8 7-7-2 -0-11-00-11-0 2-3-82-3-8 6-11-64-7-14 7-0-00-0-10 11-8-84-8-8 12-4-00-7-8 15-2-42-10-4 22-9-67-7-2 30-4-87-7-2 31-3-80-11-0 0-5-88-0-100-5-80-9-06.00 12 Plate Offsets (X,Y)-- [1:0-8-12,0-1-0], [2:0-7-11,Edge], [3:0-4-0,Edge], [19:0-3-12,0-3-0], [20:0-2-0,0-4-0] 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 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.85 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.40 0.21 0.15 (loc) 17-26 17-26 10 17-26 l/defl >999 >899 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-3: 2x6 SP DSS, 9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-18: 2x6 SP DSS, 2-16: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-19 WEBS 1 Row at midpt 8-14 REACTIONS. (size)1=0-3-8, 10=0-3-8 Max Horz 1=-111(LC 19) Max Uplift 1=-86(LC 14), 10=-108(LC 15) Max Grav 1=1211(LC 1), 10=1260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-496/122, 2-4=-2549/211, 4-5=-2074/220, 5-6=-2041/252, 6-7=-1905/255, 7-8=-1450/196, 8-10=-2140/186 BOT CHORD 2-17=-206/2319, 16-17=-0/305, 12-14=-83/1840, 10-12=-83/1840 WEBS 4-19=-613/117, 14-20=-7/1286, 7-20=-172/1391, 8-14=-793/176, 8-12=0/315, 6-20=-704/152, 17-19=-207/2023, 19-20=-83/1717, 6-19=-132/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-5 to 3-1-12, Interior(1) 3-1-12 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11, Interior(1) 18-2-11 to 28-3-1, Exterior(2E) 28-3-1 to 31-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1 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 except (jt=lb) 10=108. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. VERTICAL SUPPORT OF FREE ENDOF CHORD IS REQUIRED. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss B02 Truss Type Common Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677978 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-UEL6M6bJxoWWCIFGvqh4dLayecE9Zn7pyC1TrDz3nn1 Scale = 1:60.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 26 27 28 29 30 31 3x8 MT18HS 3x8 MT18HS 5x6 1.5x4 5x9 4x4 1.5x4 5x9 4x4 5x6 1.5x4 1.5x4 1.5x4 3x8 MT18HS 6x8 6x8 5x6 7-7-2 7-7-2 11-8-0 4-0-14 12-4-0 0-8-0 15-2-4 2-10-4 22-9-6 7-7-2 30-4-8 7-7-2 -0-11-0 0-11-0 7-7-2 7-7-2 11-8-0 4-0-14 12-4-0 0-8-0 15-2-4 2-10-4 22-9-6 7-7-2 30-4-8 7-7-2 31-3-8 0-11-0 0-5-88-0-100-5-86.00 12 Plate Offsets (X,Y)-- [18:0-3-0,0-2-8], [19:0-2-8,0-3-0] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.76 0.61 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.29 0.10 0.10 (loc) 16 16 10 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 136 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-3,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=105(LC 14) Max Uplift 2=-110(LC 14), 10=-108(LC 15) Max Grav 2=1258(LC 1), 10=1262(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2120/189, 4-5=-2077/223, 5-6=-1746/209, 6-7=-1975/264, 7-8=-1455/197, 8-10=-2145/187 BOT CHORD 2-17=-170/1813, 12-14=-84/1844, 10-12=-84/1844 WEBS 8-14=-795/176, 8-12=0/314, 4-17=-406/115, 5-18=-85/476, 6-19=-774/174, 18-19=-89/1746, 17-18=-171/1870, 14-19=-8/1303, 7-19=-198/1547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11, Interior(1) 18-2-11 to 28-3-1, Exterior(2E) 28-3-1 to 31-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=110, 10=108. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss B03 Truss Type Common Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46677979 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-yQvUZScxi5eNqSqSTXDJAZ66q?ZTIHIyBsm0Nfz3nn0 Scale = 1:54.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 3x8 MT18HS 5x6 3x8 MT18HS 5x6 3x8 MT18HS 4x8 4x4 1.5x4 4x4 1.5x4 3x8 MT18HS 5x6 7-7-2 7-7-2 15-2-4 7-7-2 22-9-6 7-7-2 30-4-8 7-7-2 -0-11-0 0-11-0 7-7-2 7-7-2 15-2-4 7-7-2 22-9-6 7-7-2 30-4-8 7-7-2 31-3-8 0-11-0 0-5-88-0-100-5-86.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.80 0.61 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.22 0.08 0.06 (loc) 12 12-14 8 14-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 112 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=105(LC 14) Max Uplift 2=-103(LC 14), 8=-103(LC 15) Max Grav 2=1270(LC 1), 8=1270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2160/177, 4-5=-1476/186, 5-6=-1476/186, 6-8=-2160/177 BOT CHORD 2-14=-162/1858, 12-14=-162/1858, 10-12=-75/1858, 8-10=-75/1858 WEBS 5-12=-1/807, 6-12=-793/180, 6-10=0/306, 4-12=-793/179, 4-14=0/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-7, Interior(1) 2-1-7 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11, Interior(1) 18-2-11 to 28-3-1, Exterior(2E) 28-3-1 to 31-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=103, 8=103. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss B04 Truss Type COMMON GIRDER Qty 1 Ply 3 TG181 RF A Job Reference (optional) I46677980 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-qC9?PqfSlK8pJ37EiNHFKPHvzdwiE_uY6UkEVQz3nmy Scale = 1:58.5 1 2 3 4 5 6 7 12 11 10 9 8 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x6 5x6 5x6 5x12 MT18HS 8x8 12x12 5x9 5x9 5x9 5x9 5x12 MT18HS8x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 7-7-2 7-7-2 15-2-4 7-7-2 22-9-6 7-7-2 30-4-8 7-7-2 7-7-2 7-7-2 15-2-4 7-7-2 22-9-6 7-7-2 30-4-8 7-7-2 0-5-88-0-100-5-86.00 12 Plate Offsets (X,Y)-- [1:0-7-4,Edge], [7:0-3-12,Edge], [8:0-7-4,0-2-8], [10:0-6-0,0-7-8], [12:0-7-4,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.34 0.65 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.08 0.08 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 684 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP DSS BOT CHORD 2x10 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8 (req. 0-4-11), 7=0-3-8 (req. 0-5-6) Max Horz 1=98(LC 43) Max Uplift 1=-940(LC 14), 7=-847(LC 15) Max Grav 1=8906(LC 4), 7=10331(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-15673/1663, 3-4=-10794/1162, 4-5=-10795/1162, 5-7=-18196/1637 BOT CHORD 1-12=-1492/14019, 10-12=-1492/14019, 8-10=-1403/16296, 7-8=-1403/16296 WEBS 4-10=-865/9162, 5-10=-7487/647, 5-8=-336/6037, 3-10=-4964/675, 3-12=-357/3876 NOTES- 1) 3-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. 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-7, Interior(1) 3-0-7 to 12-1-13, Exterior(2R) 12-1-13 to 18-2-11 , Interior(1) 18-2-11 to 27-4-1, Exterior(2E) 27-4-1 to 30-4-8 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 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. 10) WARNING: Required bearing size at joint(s) 1, 7 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=940, 7=847. 12) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 28-3-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss B04 Truss Type COMMON GIRDER Qty 1 Ply 3 TG181 RF A Job Reference (optional) I46677980 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:57 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-qC9?PqfSlK8pJ37EiNHFKPHvzdwiE_uY6UkEVQz3nmy LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-895(F) 23=-895(F) 24=-895(F) 25=-895(F) 26=-895(F) 27=-895(F) 28=-895(F) 29=-800(F) 30=-800(F) 31=-895(F) 32=-945(F) 33=-1691(F) 34=-1691(F) 35=-1691(F) 36=-1691(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 25051-25051A Truss C01 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677981 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:18:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-naGlqWgiHxOXYNHcpoJjPqMIRQmji1PrZoDLaJz3nmw Scale = 1:45.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 33 32 31 30 29 28 2726 25 24 23 22 21 20 3x8 MT18HS 4x4 3x8 MT18HS 5x6 3x8 MT18HS 5x6 20-7-0 20-7-0 -0-11-0 0-11-0 10-3-8 10-3-8 20-7-0 10-3-8 21-6-0 0-11-0 0-7-57-5-100-7-58.00 12 Plate Offsets (X,Y)-- [27:0-3-12,0-1-8] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 18 18 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 116 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 2=-145(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 28, 29, 30, 31, 32, 33, 25, 18, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-3-8, Exterior(2N) 2-3-8 to 7-3-8, Corner(3R) 7-3-8 to 13-3-8, Exterior(2N) 13-3-8 to 18-3-8, Corner(3E) 18-3-8 to 21-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss C02 Truss Type Common Qty 3 Ply 1 TG181 RF A Job Reference (optional) I46677982 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-Fnq71shK2FXOAXspNVryy1vQeqvTRSq_oSzu6lz3nmv Scale = 1:45.7 1 2 3 4 5 6 7 8 15 163x8 MT18HS 3x8 MT18HS 4x8 8x12 4x4 1.5x4 1.5x4 4x8 10-3-8 10-3-8 20-7-0 10-3-8 5-1-12 5-1-12 10-3-8 5-1-12 15-5-4 5-1-12 20-7-0 5-1-12 0-7-57-5-100-7-58.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-3-8,Edge], [8:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.31 0.78 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.02 0.03 (loc) 8-11 8-11 7 8-11 l/defl >999 >768 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 75 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=-133(LC 8) Max Uplift 1=-51(LC 12), 7=-51(LC 13) Max Grav 1=823(LC 1), 7=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1113/124, 2-4=-850/106, 4-6=-850/106, 6-7=-1113/124 BOT CHORD 1-8=-116/876, 7-8=-49/876 WEBS 4-8=-4/588, 6-8=-320/164, 2-8=-320/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 17-7-0, Exterior(2E) 17-7-0 to 20-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss C03 Truss Type Common Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46677983 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-fMWGgtjDLAvy1_bN2dOfagXr91wxelFQUPBYj4z3nms Scale: 1/4"=1' 1 2 3 4 5 6 7 8 15 16 17 18 19 20 21 22 23 24 25 3x8 MT18HS 3x8 MT18HS 6x6 8x16 MT18HS 5x6 1.5x4 1.5x4 6x6 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 10-3-8 10-3-8 20-7-0 10-3-8 5-1-12 5-1-12 10-3-8 5-1-12 15-5-4 5-1-12 20-7-0 5-1-12 0-7-57-5-100-7-58.00 12 Plate Offsets (X,Y)-- [8:0-8-0,0-4-8] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.68 0.86 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.39 0.02 0.11 (loc) 8-14 8-14 1 8-11 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=133(LC 9) Max Uplift 1=-406(LC 12), 7=-352(LC 13) Max Grav 1=3778(LC 1), 7=3429(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4329/498, 2-4=-4010/467, 4-6=-4009/467, 6-7=-4321/496 BOT CHORD 1-8=-437/3602, 7-8=-368/3595 WEBS 4-8=-412/4087, 6-8=-421/186, 2-8=-430/191 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-3-8, Exterior(2R) 7-3-8 to 13-3-8, Interior(1) 13-3-8 to 17-7-0, Exterior(2E) 17-7-0 to 20-7-0 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=406, 7=352. 10) Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 18-3-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss C03 Truss Type Common Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46677983 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:03 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-fMWGgtjDLAvy1_bN2dOfagXr91wxelFQUPBYj4z3nms LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 9-12=-20 Concentrated Loads (lb) Vert: 8=-522(B) 17=-522(B) 18=-522(B) 19=-522(B) 20=-522(B) 21=-522(B) 22=-690(B) 23=-690(B) 24=-522(B) 25=-522(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 25051-25051A Truss CJ01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677984 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 15:06:05 2021 Page 1 84 Lumber-0783, Franklin, Indiana ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-OSOuRs06xVBVeyOMwpAkpH0JCh98mA_7J?7suYz3hpG Scale = 1:16.3 1 2 8 9 3 10 44x4 NAILED NAILED 6-10-10 6-10-10 -1-3-9 1-3-9 3-7-15 3-7-15 6-10-10 3-2-11 0-4-92-4-152-4-72-0-132-4-153.54 12 Plate Offsets (X,Y)-- [2:0-1-14,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 NO IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.98 0.69 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.01 0.10 (loc) 4-7 4-7 2 4-7 l/defl >456 >269 n/a >849 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-2-2, 4=Mechanical Max Horz 2=76(LC 10) Max Uplift3=-62(LC 14), 2=-69(LC 10) Max Grav3=254(LC 21), 2=456(LC 21), 4=125(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-3-9 to 2-11-6, Exterior(2R) 2-11-6 to 6-9-14 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 69 lb uplift at joint 2. 10) "NAILED" indicates 3-10d skew 45 to 135 degrees (0.148" x 3") toe-nails per NDS guidelines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-18(F) 10=-28(F=-14, B=-14) June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss CJ02 Truss Type Diagonal Hip Girder Qty 3 Ply 1 TG181 RF A Job Reference (optional) I46677985 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-bke04ZlTtn9gGIkmA2Q7f5cHQrmT6mZjxjgfozz3nmq Scale = 1:15.8 1 2 3 4 5x6 4-2-8 4-2-8 -1-3-9 1-3-9 4-2-8 4-2-8 0-7-52-7-25.66 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 4-7 4-7 2 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=75(LC 14) Max Uplift 3=-45(LC 14), 2=-28(LC 14) Max Grav 3=154(LC 21), 2=371(LC 21), 4=75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-3-9 to 2-11-6, Exterior(2R) 2-11-6 to 4-1-12 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 3, 2. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss D01 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677986 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-Y7lnVFnjPPPOWcu9HTTbkWhfZfTsaga0P19msrz3nmo Scale = 1:32.4 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 4x4 3x4 3x8 MT18HS 3x4 18-4-8 18-4-8 -0-11-0 0-11-0 9-2-4 9-2-4 18-4-8 9-2-4 19-3-8 0-11-0 0-4-94-2-80-4-95.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 71 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-8. (lb) - Max Horz 2=-55(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 12 except 23=332(LC 21), 14=332(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 6-2-4, Corner(3R) 6-2-4 to 12-2-4, Exterior(2N) 12-2-4 to 16-3-8, Corner(3E) 16-3-8 to 19-3-8 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) Gable requires continuous bottom chord bearing. 10) Gable studs spaced at 1-4-0 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) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss D02 Truss Type Common Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46677987 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-0JJ9jbnLAiXF7mTLrB_qHjEnP2gXJ4m9ehvJOHz3nmn Scale = 1:30.2 1 2 3 4 5 7 6 14 15 16 17 18 19 5x6 5x6 3x8 MT18HS 4x4 1.5x4 4x8 1.5x4 9-2-4 9-2-4 18-4-8 9-2-4 4-10-6 4-10-6 9-2-4 4-3-14 13-6-2 4-3-14 18-4-8 4-10-6 0-4-94-2-80-4-95.00 12 Plate Offsets (X,Y)-- [1:0-1-1,Edge], [5:0-1-1,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.32 0.70 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.03 0.03 (loc) 7-13 7-13 5 7-10 l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 59 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=50(LC 14) Max Uplift 1=-55(LC 14), 5=-55(LC 15) Max Grav 1=782(LC 20), 5=782(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1540/279, 2-3=-1069/188, 3-4=-1069/188, 4-5=-1540/279 BOT CHORD 1-7=-214/1402, 5-7=-214/1402 WEBS 3-7=-17/547, 4-7=-545/154, 2-7=-545/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-2-4, Exterior(2R) 6-2-4 to 12-2-4, Interior(1) 12-2-4 to 15-4-8, Exterior(2E) 15-4-8 to 18-4-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E01 Truss Type Roof Special Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46677988 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-yiRv8GpciKnzN3dkyb0JM8JA?sVTn?TS5?OQTAz3nml Scale = 1:35.9 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 3x4 4x4 5x6 5x6 4x8 1.5x4 4x8 4x4 3x4 3x4 Special NAILED JUS24 NAILED 6-8-4 6-8-4 8-3-12 1-7-8 13-3-12 5-0-0 18-4-8 5-0-12 3-4-2 3-4-2 6-8-4 3-4-2 8-3-12 1-7-8 13-3-12 5-0-0 18-4-8 5-0-12 19-3-8 0-11-0 0-7-53-10-95-0-130-7-53-10-98.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-2-12], [5:0-3-0,0-2-3] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.19 0.09 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 0.02 (loc) 10 8-10 6 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 6=0-3-8 Max Horz 1=-94(LC 8) Max Uplift 1=-74(LC 12), 6=-188(LC 13) Max Grav 1=964(LC 1), 6=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1426/170, 2-3=-1268/154, 3-4=-1260/174, 4-5=-1486/196, 5-6=-2099/258 BOT CHORD 1-11=-128/1141, 10-11=-94/1492, 8-10=-134/1649, 6-8=-134/1684 WEBS 3-11=-133/1226, 4-11=-1156/189, 5-10=-296/259, 5-8=-35/856 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-2-8, Interior(1) 3-2-8 to 3-8-4, Exterior(2R) 3-8-4 to 6-8-4, Exterior(2E) 6-8-4 to 8-3-12, Interior(1) 8-3-12 to 10-3-12, Exterior(2R) 10-3-12 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 6=188. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent at 13-5-4 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E01 Truss Type Roof Special Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46677988 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:10 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-yiRv8GpciKnzN3dkyb0JM8JA?sVTn?TS5?OQTAz3nml NOTES- 14) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 103 lb up at 13-3-12 on top 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, 4-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 5=-75(B) 8=-684(B) 22=-157(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 25051-25051A Truss E02 Truss Type Hip Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677989 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-u4ZgZyqsDx1hcNn6402nRZPP2g5aFwzlYJtXX3z3nmj Scale = 1:34.0 1 2 3 4 5 8 7 6 15 16 17 5x6 3x8 MT18HS1.5x4 4x4 6x6 5x6 5x6 7-2-4 7-2-4 11-2-4 4-0-0 18-4-8 7-2-4 7-2-4 7-2-4 11-2-4 4-0-0 18-4-8 7-2-4 19-3-8 0-11-0 0-7-55-3-05-4-130-7-55-3-08.00 12 Plate Offsets (X,Y)-- [2:0-3-5,Edge], [3:0-3-0,0-2-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.60 0.44 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.02 0.07 (loc) 8-11 8-11 1 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 66 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-10-3 oc purlins, except 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)1=Mechanical, 4=0-3-8 Max Horz 1=-99(LC 8) Max Uplift 1=-37(LC 12), 4=-53(LC 13) Max Grav 1=734(LC 1), 4=791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-933/108, 2-3=-679/135, 3-4=-931/107 BOT CHORD 1-8=-6/685, 6-8=-7/681, 4-6=0/683 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 15-5-3, Interior(1) 15-5-3 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E03 Truss Type Common Qty 5 Ply 1 TG181 RF A Job Reference (optional) I46677990 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-MH72mIrU_F9XEXMIekZ0_nxgT3O7_M4vnzc44Vz3nmi Scale = 1:43.0 1 2 3 4 5 6 7 9 8 16 17 5x6 3x8 MT18HS 4x4 4x8 1.5x4 5x6 5x6 9-2-4 9-2-4 18-4-8 9-2-4 4-7-2 4-7-2 9-2-4 4-7-2 13-9-6 4-7-2 18-4-8 4-7-2 19-3-8 0-11-0 0-7-56-8-130-7-58.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.24 0.61 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.02 (loc) 9-12 9-12 6 9-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 68 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 6=0-3-8 Max Horz 1=-126(LC 8) Max Uplift 1=-46(LC 12), 6=-62(LC 13) Max Grav 1=734(LC 1), 6=791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-981/112, 2-3=-752/96, 3-4=-751/95, 4-6=-979/111 BOT CHORD 1-9=-95/774, 6-9=-18/767 WEBS 3-9=-2/518, 4-9=-277/144, 2-9=-281/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-2-4, Exterior(2R) 6-2-4 to 12-2-4, Interior(1) 12-2-4 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) 1, 6. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E04 Truss Type Common Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677991 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-qTgQzes6lYHOrhxVBR5FW_UrDTkMjpK20dMdcxz3nmh Scale = 1:43.0 1 2 3 4 5 6 7 9 8 16 17 5x6 3x8 MT18HS 4x4 4x8 1.5x4 5x6 5x6 9-2-4 9-2-4 18-4-8 9-2-4 4-7-2 4-7-2 9-2-4 4-7-2 13-9-6 4-7-2 18-4-8 4-7-2 19-3-8 0-11-0 0-7-56-8-130-7-58.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.24 0.61 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.02 (loc) 9-12 9-12 6 9-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 68 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 6=0-3-8 Max Horz 1=-126(LC 8) Max Uplift 1=-46(LC 12), 6=-62(LC 13) Max Grav 1=734(LC 1), 6=791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-981/112, 2-3=-752/96, 3-4=-751/95, 4-6=-979/111 BOT CHORD 1-9=-95/774, 6-9=-18/767 WEBS 3-9=-2/518, 4-9=-277/144, 2-9=-281/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-2-4, Exterior(2R) 6-2-4 to 12-2-4, Interior(1) 12-2-4 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E05 Truss Type Common Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677992 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-JfEoB_tkWsPFTqVhl9cU3C1?5t4dSGdBFH5B8Oz3nmg Scale = 1:43.4 1 2 3 4 5 6 7 8 9 11 10 18 19 5x6 5x6 5x6 3x8 MT18HS 4x8 4x4 5x6 9-2-4 9-2-4 18-4-8 9-2-4 -0-11-0 0-11-0 4-7-2 4-7-2 9-2-4 4-7-2 13-9-6 4-7-2 18-4-8 4-7-2 19-3-8 0-11-0 0-7-56-8-130-7-58.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [7:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.23 0.61 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.02 0.02 (loc) 11-17 11-17 8 11-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 69 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=130(LC 11) Max Uplift 2=-62(LC 12), 8=-62(LC 13) Max Grav 2=790(LC 1), 8=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-976/109, 4-5=-749/94, 5-6=-749/94, 6-8=-976/109 BOT CHORD 2-11=-93/768, 8-11=-17/765 WEBS 5-11=-0/517, 6-11=-277/144, 4-11=-276/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-2-4, Exterior(2R) 6-2-4 to 12-2-4, Interior(1) 12-2-4 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E06 Truss Type Hip Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677993 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-nsoBOKtNHAY65_4tJs7jbPZ4DHToBk0LTxrkgqz3nmf Scale = 1:35.1 1 2 3 4 5 6 9 8 7 16 17 18 19 5x6 5x6 3x8 MT18HS1.5x4 4x4 6x6 5x6 7-2-4 7-2-4 11-2-4 4-0-0 18-4-8 7-2-4 -0-11-0 0-11-0 7-2-4 7-2-4 11-2-4 4-0-0 18-4-8 7-2-4 19-3-8 0-11-0 0-7-55-3-05-4-130-7-55-3-08.00 12 Plate Offsets (X,Y)-- [3:0-3-5,Edge], [4:0-3-0,0-2-3] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.59 0.42 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.13 0.02 0.07 (loc) 9-12 9-12 2 9-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 67 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=103(LC 11) Max Uplift 2=-53(LC 12), 5=-53(LC 13) Max Grav 2=790(LC 1), 5=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-928/105, 3-4=-677/134, 4-5=-928/105 BOT CHORD 2-9=-5/681, 7-9=-7/677, 5-7=0/681 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-5, Exterior(2R) 2-11-5 to 15-5-3, Interior(1) 15-5-3 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E07 Truss Type Hip Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46677994 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-fd2hEhxtLO2YZcOfYiCfmFkqKuqc7OvwOZpypbz3nmb Scale = 1:35.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 6x6 5x6 3x4 8x12 3x4 5x6 3x4 3x4 4x8 1.5x4 6x6 10x12 NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED 5-0-12 5-0-12 5-7-0 0-6-4 8-10-12 3-3-12 12-2-8 3-3-12 13-3-12 1-1-4 18-4-8 5-0-12 -0-11-0 0-11-0 5-0-12 5-0-12 5-7-0 0-6-4 8-10-12 3-3-12 12-2-8 3-3-12 13-3-12 1-1-4 18-4-8 5-0-12 19-3-8 0-11-0 0-7-53-10-93-11-130-7-52-0-03-10-98.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-13], [4:0-3-0,0-2-3], [7:0-3-0,0-2-3], [12:0-8-4,0-6-8], [14:0-4-12,0-3-4] 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 NO IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.33 0.43 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.21 0.12 (loc) 12-13 12-13 8 12-13 l/defl >999 >855 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS *Except* 14-15,6-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-1-3 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-77(LC 10) Max Uplift 2=-240(LC 12), 8=-248(LC 13) Max Grav 2=1288(LC 1), 8=1323(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3560/756, 3-4=-3651/783, 4-5=-4339/953, 5-6=-4338/953, 6-7=-5455/1100, 7-8=-1839/396 BOT CHORD 14-15=0/267, 3-14=-156/334, 13-14=-728/3392, 12-13=-1185/5801, 6-12=-97/613, 8-10=-260/1460 WEBS 4-14=-235/1396, 4-13=-302/1054, 5-13=-322/101, 6-13=-1494/242, 10-12=-637/3553, 7-12=-1140/5417, 7-10=-3167/695, 2-14=-642/2853 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-13 2x4 - 1 row at 0-3-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 16-3-8, Exterior(2E) 16-3-8 to 19-3-8 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=240, 8=248. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss E07 Truss Type Hip Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46677994 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:20 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-fd2hEhxtLO2YZcOfYiCfmFkqKuqc7OvwOZpypbz3nmb NOTES- 12) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 99 lb up at 9-1-8 on top chord, and 221 lb down and 118 lb up at 9-1-8 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: 1-4=-60, 4-7=-60, 7-9=-60, 2-15=-20, 12-14=-20, 11-18=-20 Concentrated Loads (lb) Vert: 4=-69(F) 7=-69(F) 13=-110(F) 5=-10(F) 10=-46(F) 22=-10(F) 23=-10(F) 24=-10(F) 27=-157(F) 28=-46(F) 30=-110(F) 31=-110(F) 32=-110(F) 33=-157(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 25051-25051A Truss EJ01 Truss Type Jack-Open Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46677995 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-7pc3R1xV6iAPBlzr6PjuITH?BIDks?X4dDYVM1z3nma Scale = 1:22.8 1 2 3 44x4 5-0-12 5-0-12 -0-11-0 0-11-0 5-0-12 5-0-12 0-7-53-11-133-6-103-11-138.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.04 (loc) 4-7 4-7 2 4-7 l/defl >999 >921 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-71(LC 12), 2=-3(LC 12) Max Grav 3=134(LC 24), 2=260(LC 1), 4=93(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 3, 2. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss EJ02 Truss Type Jack-Open Qty 4 Ply 1 TG181 RF A Job Reference (optional) I46677996 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-b09SfNy8t?IGpvY1f7E7rgpE6iZzbSnDstI3uUz3nmZ Scale = 1:22.8 1 2 3 7 6 4 5 4x4 3x4 3x4 4x4 4-1-0 4-1-0 5-0-12 0-11-12 -0-11-0 0-11-0 4-1-0 4-1-0 5-0-12 0-11-12 0-7-53-11-131-11-133-6-102-0-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MR 0.12 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.02 0.01 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=117(LC 12) Max Uplift 4=-23(LC 12), 2=-3(LC 12), 5=-39(LC 12) Max Grav 4=66(LC 24), 2=260(LC 1), 5=135(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss EJ03 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46677997 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-4CjqsjzmeJQ7Q37DDqlMOuMPP5yTKvbN4X2cQwz3nmY Scale = 1:15.0 1 2 3 4 5 8 7 6 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-11-0 0-11-0 4-11-8 4-11-8 0-4-92-5-65.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-8. (lb) - Max Horz 2=72(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss EJ04 Truss Type Jack-Open Qty 3 Ply 1 TG181 RF A Job Reference (optional) I46677998 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-4CjqsjzmeJQ7Q37DDqlMOuMKr5u8Kv0N4X2cQwz3nmY Scale = 1:15.0 1 2 3 4 3x4 4-11-8 4-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 0-4-92-5-62-0-152-5-65.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.03 (loc) 4-7 4-7 2 4-7 l/defl >999 >767 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=72(LC 14) Max Uplift 3=-50(LC 14), 2=-28(LC 14) Max Grav 3=188(LC 21), 2=361(LC 21), 4=90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 3, 2. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss EJ05 Truss Type Jack-Open Qty 3 Ply 1 TG181 RF A Job Reference (optional) I46677999 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-YOHC43_OPdY_2DhQnYGbw5uazVH33MGWJAn9zMz3nmX Scale = 1:16.2 1 2 3 4 4x4 3-0-12 3-0-12 -0-11-0 0-11-0 3-0-12 3-0-12 0-7-52-7-132-2-102-7-138.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 4-7 4-7 3 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=76(LC 12) Max Uplift 3=-41(LC 12), 2=-7(LC 12) Max Grav 3=77(LC 24), 2=183(LC 1), 4=55(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 3, 2. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss EJ06 Truss Type Jack-Open Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46678000 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-0araHP_09wgrgNGcLFnqTJRlIvc1opWgYqXjVoz3nmW Scale = 1:11.0 1 2 3 4 3x4 2-11-15 2-11-15 -0-11-0 0-11-0 2-11-15 2-11-15 0-4-91-7-90-4-71-3-21-7-95.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 4-7 4-7 2 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-1-12, 4=Mechanical Max Horz 2=46(LC 14), 4=8(LC 20) Max Uplift 3=-28(LC 14), 2=-25(LC 14) Max Grav 3=102(LC 21), 2=249(LC 21), 4=52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 10) Non Standard bearing condition. Review required. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss F01 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678001 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-Q9XjvQ1uSr2PXq?B0NLX5x3G76fW?Ak6EolN67z3nmT Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 4x4 5x6 3x8 MT18HS 5x6 13-4-8 13-4-8 -0-11-0 0-11-0 6-8-4 6-8-4 13-4-8 6-8-4 14-3-8 0-11-0 0-7-55-0-130-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 61 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-8. (lb) - Max Horz 2=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 10, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 17, 18, 19, 10, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 3-8-4, Corner(3R) 3-8-4 to 9-8-4, Exterior(2N) 9-8-4 to 11-3-8, Corner(3E) 11-3-8 to 14-3-8 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 19, 10, 14, 13, 12. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss F02 Truss Type Common Qty 3 Ply 1 TG181 RF A Job Reference (optional) I46678002 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-uM457m2XD9AG9_aNa5smd9cLVWvKkcSFTSVweaz3nmS Scale = 1:32.5 1 2 3 5 4 12 13 3x8 MT18HS 1.5x4 5x6 5x6 5x6 6-8-4 6-8-4 13-4-8 6-8-4 6-8-4 6-8-4 13-4-8 6-8-4 0-7-55-0-130-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.39 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.02 0.06 (loc) 4-11 4-11 1 4-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 40 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=Mechanical Max Horz 1=86(LC 9) Max Uplift 1=-33(LC 12), 3=-33(LC 13) Max Grav 1=535(LC 1), 3=535(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-628/106, 2-3=-628/106 BOT CHORD 1-4=-5/438, 3-4=-5/438 WEBS 2-4=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-8-4, Exterior(2R) 3-8-4 to 9-8-4, Interior(1) 9-8-4 to 10-4-8, Exterior(2E) 10-4-8 to 13-4-8 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. 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) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss G01 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678003 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-rkCrYS3nlmR_OIkmhWuEiahmNKhKCXZYwm_1iSz3nmQ Scale = 1:29.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 5x6 5x6 12-7-0 12-7-0 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 0-7-54-9-100-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 2=-93(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-3-8, Exterior(2N) 2-3-8 to 3-3-8, Corner(3R) 3-3-8 to 9-3-8, Exterior(2N) 9-3-8 to 10-3-8, Corner(3E) 10-3-8 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss G02 Truss Type Common Qty 5 Ply 1 TG181 RF A Job Reference (optional) I46678004 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-JxmElo4PW4Zr0SJyFDPTFnEs1ky0x_Gi9QjaFuz3nmP Scale = 1:30.7 1 2 3 4 5 6 13 14 5x6 5x6 1.5x4 5x6 6-3-8 6-3-8 12-7-0 6-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 0-7-54-9-100-7-58.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.41 0.26 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.04 (loc) 6-12 6-12 2 6-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=93(LC 11) Max Uplift 2=-47(LC 12), 4=-47(LC 13) Max Grav 2=558(LC 1), 4=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/102, 3-4=-580/102 BOT CHORD 2-6=0/403, 4-6=0/403 WEBS 3-6=0/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-3-8, Exterior(2R) 3-3-8 to 9-3-8, Interior(1) 9-3-8 to 10-6-0, Exterior(2E) 10-6-0 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss G03 Truss Type Common Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46678005 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-n7Kcz851HOhidbt8pxwin?m2A7GVgMCrO4T8nLz3nmO Scale = 1:30.6 1 2 3 4 11 12 13 14 15 16 17 18 5x6 5x6 5x9 4x4 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 6-3-8 6-3-8 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 0-7-54-9-100-7-58.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-9], [3:Edge,0-1-9] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.38 0.44 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.03 (loc) 4-10 4-10 1 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=81(LC 38) Max Uplift 1=-201(LC 12), 3=-199(LC 13) Max Grav 1=2616(LC 1), 3=2673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2933/297, 2-3=-2933/297 BOT CHORD 1-4=-164/2363, 3-4=-164/2363 WEBS 2-4=-181/2768 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 9-7-0, Exterior(2E) 9-7-0 to 12-7-0 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) except (jt=lb) 1=201, 3=199. 9) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-4-8 from the left end to 11-4-8 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss G03 Truss Type Common Girder Qty 1 Ply 2 TG181 RF A Job Reference (optional) I46678005 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:33 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-n7Kcz851HOhidbt8pxwin?m2A7GVgMCrO4T8nLz3nmO 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, 5-8=-20 Concentrated Loads (lb) Vert: 13=-714(F) 14=-714(F) 15=-714(F) 16=-714(F) 17=-714(F) 18=-714(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 25051-25051A Truss LAY1 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678006 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-FJu_AU5f2hpZFlSLMeSxKCJHcXi8PuL_ckChJnz3nmN Scale = 1:31.7 1 2 3 4 7 6 53x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 4-9-10 4-9-10 6-5-2 1-7-8 4-0-5 4-0-5 6-5-2 2-4-13 4-10-11-11-714.42 12 14.42 12 Plate Offsets (X,Y)-- [4: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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.03 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-5-2. (lb) - Max Horz 1=89(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5 except 7=-125(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 4-0-5, Exterior(2E) 4-0-5 to 6-2-14 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5 except (jt=lb) 7=125. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss LAY2 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678007 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-jWSMNp6Hp?xQtv1XwLzAtQsTmx2P8Kb8rOyFrDz3nmM Scale = 1:33.0 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-0-10 8-0-10 4-0-5 4-0-5 8-0-10 4-0-5 4-10-114.42 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.02 0.03 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: 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-10. (lb) - Max Horz 1=91(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-126(LC 12), 6=-126(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 4-8-14, Exterior(2E) 4-8-14 to 7-8-14 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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 except (jt=lb) 8=126, 6=126. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss M01 Truss Type Monopitch Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678008 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-fuZ7oV8YLcB86DBw2m?eyrxj8lgQc7GRIiRLw6z3nmK Scale = 1:36.3 1 2 3 4 6 5 7 11 12 13 5x6 3x4 4x4 1.5x4 4x4 5x6 5x6 6-0-0 6-0-0 12-0-0 6-0-0 -0-11-0 0-11-0 6-0-0 6-0-0 12-0-0 6-0-0 0-5-86-5-85-5-100-11-146-5-86.00 12 Plate Offsets (X,Y)-- [4:0-2-11,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.39 0.31 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 0.02 0.03 (loc) 5-6 6-10 11 6-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=174(LC 14) Max Uplift 2=-31(LC 14), 11=-99(LC 14) Max Grav 2=572(LC 21), 11=579(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-755/25, 5-7=-57/374, 4-7=-57/374 BOT CHORD 2-6=-142/621, 5-6=-142/621 WEBS 3-6=0/261, 3-5=-657/177, 4-11=-580/134 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-6-12 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 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) 2, 11. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss M02 Truss Type Monopitch Qty 4 Ply 1 TG181 RF A Job Reference (optional) I46678009 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-757V0r9A6wJ_kNm6bUWtU2Utv8sWLcKaXMAvSYz3nmJ Scale = 1:38.1 1 2 3 4 5 9 8 7 6 16 17 3x4 10x12 1.5x4 4x4 3x4 3x4 1.5x4 5x9 1.5x4 4x4 4x4 2-3-8 2-3-8 7-1-12 4-10-4 11-7-0 4-5-4 12-0-0 0-5-0 -0-11-0 0-11-0 2-3-8 2-3-8 7-1-12 4-10-4 12-0-0 4-10-4 0-5-86-3-126-5-85-8-80-9-06.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-1-4], [5:0-2-0,2-3-7], [6:0-2-8,0-2-8], [9:Edge,0-5-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MSH 0.45 0.89 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.29 0.10 0.13 (loc) 7-8 7-8 6 7-8 l/defl >918 >464 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=Mechanical Max Horz 2=180(LC 14) Max Uplift 2=-27(LC 14), 6=-98(LC 14) Max Grav 2=542(LC 21), 6=574(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-589/0, 3-4=-705/43 BOT CHORD 2-9=-145/399, 7-8=-164/613, 6-7=-164/616 WEBS 4-7=0/313, 4-6=-779/208 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-9-13, Interior(1) 1-9-13 to 8-1-8, Exterior(2E) 8-1-8 to 11-1-8 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 2, 6. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss M03 Truss Type Half Hip Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678010 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-cHhtDB9osERrLWLI9B161G0xBYBQ47ajm0wS_?z3nmI Scale = 1:21.4 1 2 3 4 6 5 11 12 7 5x6 5x6 4x4 3x4 1.5x4 5-1-12 5-1-12 6-11-8 1-9-12 11-8-8 4-9-0 -0-11-0 0-11-0 6-11-8 6-11-8 11-8-8 4-9-0 0-4-93-3-62-11-140-3-83-3-65.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [3:0-3-0,0-2-4] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.93 0.92 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.01 0.04 (loc) 7-10 7-10 2 7-10 l/defl >694 >486 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-1-12, 5=0-1-8, 7=0-3-8 Max Horz 2=102(LC 13) Max Uplift 2=-43(LC 14), 5=-49(LC 11), 7=-22(LC 14) Max Grav 2=540(LC 36), 5=467(LC 35), 7=314(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-429/72, 3-4=-312/112, 4-5=-422/118 BOT CHORD 2-7=-49/303, 6-7=-49/303 WEBS 4-6=-82/369 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-8-9, Exterior(2R) 2-8-9 to 8-6-12, Exterior(2E) 8-6-12 to 11-6-12 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 7. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss M04 Truss Type Half Hip Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678011 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-4TFFRXAQdXZizgwVjvYLaTZFpygApYpt?gf0XRz3nmH Scale = 1:25.0 1 2 3 4 5 7 6 12 13 8 4x4 3x4 4x8 3x4 1.5x4 1.5x4 5-1-12 5-1-12 8-11-8 3-9-12 11-8-8 2-9-0 -0-11-0 0-11-0 5-1-12 5-1-12 8-11-8 3-9-12 11-8-8 2-9-0 0-4-94-1-63-9-140-3-84-1-65.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.37 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 8-11 8-11 6 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-1-12, 6=0-1-8, 8=0-3-8 Max Horz 2=129(LC 13) Max Uplift 2=-85(LC 14), 6=-64(LC 11) Max Grav 2=672(LC 36), 6=459(LC 36), 8=210(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/211, 3-4=-367/101, 5-6=-428/137 BOT CHORD 2-8=-177/774, 7-8=-177/774 WEBS 5-7=-113/459, 3-7=-589/189 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-8-9, Exterior(2R) 4-8-9 to 8-11-8, Exterior(2E) 8-11-8 to 11-6-12 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) 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) Bearing at joint(s) 6 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 at joint(s) 2, 6. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss M05 Truss Type Half Hip Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678012 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-YfpdetB2OrhZbqVhHc4a6h6LrM2rY100DKPZ3tz3nmG Scale = 1:29.2 1 2 3 4 5 6 9 8 7 13 14 15 3x8 MT18HS 4x8 3x4 3x4 4x4 4x4 1.5x4 1.5x4 5-1-12 5-1-12 10-11-8 5-9-12 11-8-8 0-9-0 -0-11-0 0-11-0 10-11-8 10-11-8 11-8-8 0-9-0 0-4-94-11-64-7-140-3-84-11-65.00 12 Plate Offsets (X,Y)-- [5:0-2-4,0-1-12] 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 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.66 0.21 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 8-9 8-9 2 9-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 54 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-1-12, 9=0-3-8, 7=0-1-8 Max Horz 2=156(LC 13) Max Uplift 2=-10(LC 10), 9=-91(LC 14), 7=-31(LC 11) Max Grav 2=321(LC 36), 9=815(LC 36), 7=276(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-307/0 WEBS 6-8=0/300, 3-9=-642/197 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-8-9, Exterior(2R) 6-8-9 to 10-11-8, Exterior(2E) 10-11-8 to 11-6-12 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 7. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 7. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss M06 Truss Type Monopitch Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678013 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-0sN0rDCg99pQC_4tqKbpfueawlM9HVkAS_86bJz3nmF Scale = 1:15.1 1 2 3 3x4 1.5x4 1.5x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-92-5-92-2-10-3-82-5-95.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.00 0.03 (loc) 3-6 3-6 1 3-6 l/defl >999 >723 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-1-8 Max Horz 1=67(LC 13) Max Uplift 1=-17(LC 14), 3=-31(LC 14) Max Grav 1=267(LC 21), 3=267(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 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) 3 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 at joint(s) 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss MG01 Truss Type Half Hip Girder Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678014 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-udcWhaFBDNJshbNe39flpkpHFNmEDHMlNc6Kk5z3nmB Scale = 1:21.7 1 2 3 4 5 6 9 8 7 12 13 14 15 16 17 5x6 1.5x4 4x4 4x4 3x4 4x8 4x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-11-8 4-11-8 5-0-0 0-0-8 8-2-4 3-2-4 11-8-8 3-6-4 -0-11-0 0-11-0 4-11-8 4-11-8 8-2-4 3-2-12 11-8-8 3-6-4 0-4-92-5-61-11-140-5-82-5-65.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-0-3], [3:0-3-0,0-2-4], [7:0-4-7,0-1-7] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 9-11 9-11 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-1-12, 9=0-3-8, 7=0-1-8 Max Horz 2=73(LC 11) Max Uplift 2=-43(LC 55), 9=-69(LC 11), 7=-58(LC 11) Max Grav 2=351(LC 36), 9=1047(LC 36), 7=619(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=-64/463, 7-8=-64/463 WEBS 5-9=-636/65, 5-7=-543/63, 4-9=-431/118 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 8-6-12, Exterior(2E) 8-6-12 to 11-6-12 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) 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) 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 7. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 7. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 112 lb up at 4-11-8, and 18 lb down and 32 lb up at 4-11-8 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). LOAD CASE(S) Standard Continued on page 2 June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss MG01 Truss Type Half Hip Girder Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678014 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:46 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-udcWhaFBDNJshbNe39flpkpHFNmEDHMlNc6Kk5z3nmB 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, 2-7=-20 Concentrated Loads (lb) Vert: 3=-170(F=-169) 9=-89(F) 12=-128(F) 13=-128(F) 14=-142(F) 15=-55(F) 16=-55(F) 17=-59(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 25051-25051A Truss MG02 Truss Type Jack-Open Girder Qty 3 Ply 1 TG181 RF A Job Reference (optional) I46678015 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-nOs1XyIiHcqHADhQI?kh_az_N_0C97ILID4Xtsz3nm7 Scale = 1:17.1 1 2 3 6 4 5 4x4 5x6 1.5x4 NAILED Special 3-0-12 3-0-12 5-0-12 2-0-0 -0-11-0 0-11-0 3-0-12 3-0-12 5-0-12 2-0-0 0-7-52-7-132-4-52-7-138.00 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 NO IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.65 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.10 0.06 (loc) 6-9 6-9 4 6-9 l/defl >955 >460 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-12 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=78(LC 12) Max Uplift 4=-21(LC 8), 2=-27(LC 12), 5=-20(LC 12) Max Grav 4=58(LC 1), 2=283(LC 1), 5=177(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-14(F) 6=-50(F)June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss MG03 Truss Type Jack-Open Girder Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678016 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-jnzoydJypD4?PWqoQQm93?3HInkhd1CelXZeykz3nm5 Scale = 1:23.4 1 3 2 7 8 5x6 3x4 1.5x4 JUS24 JUS24 2-4-15 2-4-15 5-0-12 2-7-13 5-0-12 5-0-12 0-7-53-10-50-5-83-10-58.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-9] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.03 (loc) 3-6 3-6 1 3-6 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=Mechanical, 2=Mechanical Max Horz 1=99(LC 12) Max Uplift 1=-21(LC 12), 3=-50(LC 12), 2=-67(LC 12) Max Grav 1=585(LC 1), 3=704(LC 1), 2=135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) 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) 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) 1, 3, 2. 8) Use MiTek JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 7=-515(F) 8=-516(F) June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss PB01 Truss Type Piggyback Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46678017 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-BzXA9zKaZXCs1gP?_7HObDbX1BBUMTGn_BJCUBz3nm4 Scale = 1:12.4 1 2 3 4 5 6 4x4 3x4 3x4 1.5x4 5-7-2 5-7-2 2-9-9 2-9-9 5-7-2 2-9-9 0-4-51-7-90-1-100-4-50-1-107.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-10-13, 4=3-10-13, 6=3-10-13 Max Horz 2=-28(LC 12) Max Uplift 2=-25(LC 14), 4=-29(LC 15) Max Grav 2=158(LC 21), 4=158(LC 22), 6=142(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss PB02 Truss Type Piggyback Qty 15 Ply 1 TG181 RF A Job Reference (optional) I46678018 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-8MfwafMq58SaG_ZN5YKshehtX?r_qNx4RVoIZ3z3nm2 Scale: 1"=1' 1 2 3 4 5 3x4 3x4 3x4 5-7-2 5-7-2 2-9-9 2-9-9 5-7-2 2-9-9 0-4-51-7-90-1-100-4-50-1-107.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 90 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 Sheathed or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-10-13, 4=3-10-13 Max Horz 2=-28(LC 12) Max Uplift 2=-21(LC 14), 4=-21(LC 15) Max Grav 2=228(LC 21), 4=228(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V01 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678019 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-4kng?LN5dmiIWHjmDzMKm3mEioYhIHRNvpHPdyz3nm0 Scale = 1:9.5 1 2 3 3x4 1.5x4 1.5x4 2-0-0 2-0-0 0-0-41-4-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-10, 3=1-11-10 Max Horz 1=27(LC 9) Max Uplift 1=-2(LC 12), 3=-11(LC 12) Max Grav 1=55(LC 1), 3=58(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V02 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678020 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:19:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-07uRQ1PL9Ny0lbt8KOOorUraHcEEmBxgM7mWiqz3nm_ Scale = 1:6.9 1 2 3 3x4 5x6 2-0-0 2-0-0 0-0-40-10-05.00 12 Plate Offsets (X,Y)-- [2:Edge,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 IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 3=1-11-6 Max Horz 1=15(LC 13) Max Uplift 1=-4(LC 14), 3=-7(LC 14) Max Grav 1=52(LC 20), 3=52(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V03 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678021 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-UJSpdNQzwh4tNlSLu6v1OhOju0ZcVeBpbnV3DHz3nlz Scale = 1:12.6 1 2 3 3x4 1.5x4 1.5x4 3-3-15 3-3-15 0-0-41-11-57.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.07 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-8, 3=3-3-8 Max Horz 1=45(LC 11) Max Uplift 1=-6(LC 14), 3=-20(LC 14) Max Grav 1=140(LC 20), 3=140(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V04 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678022 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-yW0BriQbh_Ck_v0XSpRGwvxuXQvoE5RzqRFdljz3nly Scale = 1:12.7 1 2 3 3x4 1.5x4 1.5x4 3-4-8 3-4-8 0-0-41-11-107.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.07 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-1, 3=3-4-1 Max Horz 1=46(LC 11) Max Uplift 1=-6(LC 14), 3=-20(LC 14) Max Grav 1=143(LC 20), 3=143(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V05 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678023 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-QiaZ22RDSIKbc3bj?WyVT6T3ApF?zYg625_AH9z3nlx Scale = 1:12.9 1 2 3 3x4 1.5x4 1.5x4 3-5-2 3-5-2 0-0-42-0-07.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.07 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-11, 3=3-4-11 Max Horz 1=47(LC 13) Max Uplift 1=-6(LC 14), 3=-21(LC 14) Max Grav 1=146(LC 20), 3=146(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V06 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678024 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-vu8yGOSrDcTRECAwZETk?K0FEDbLi?wGHlkjqbz3nlw Scale = 1:8.6 1 2 3 3x4 3x4 3x4 3-5-10 3-5-10 3-6-0 0-0-6 1-9-0 1-9-0 3-6-0 1-9-0 0-0-41-2-00-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-4, 3=3-5-4 Max Horz 1=16(LC 11) Max Uplift 1=-6(LC 12), 3=-6(LC 13) Max Grav 1=101(LC 1), 3=101(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V07 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678025 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-rHGig4T6lDj9TWKIhfVC4l5Zj1GmAvQYk3DquUz3nlu Scale = 1:10.1 1 2 3 3x4 1.5x4 1.5x4 3-6-8 3-6-8 1-5-115.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.07 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-8, 3=3-6-8 Max Horz 1=36(LC 11) Max Uplift 1=-10(LC 14), 3=-17(LC 14) Max Grav 1=137(LC 20), 3=137(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V08 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678026 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:06 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-JTq4uQUkWXr05gvUEM0RdyekwRcIvMgizjyORwz3nlt Scale = 1:16.2 1 2 3 3x4 1.5x4 1.5x4 4-0-0 4-0-0 0-0-42-8-08.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.11 0.00 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-10, 3=3-11-10 Max Horz 1=66(LC 9) Max Uplift 1=-5(LC 12), 3=-28(LC 12) Max Grav 1=135(LC 1), 3=142(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V09 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678027 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-FsxrJ6W_185kK_3tMn3viNj6pEI2NG9?R1RUVpz3nlr Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-6 0-0-6 4-0-0 3-11-10 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-4, 3=3-11-4 Max Horz 1=-20(LC 8) Max Uplift 1=-8(LC 12), 3=-8(LC 13) Max Grav 1=121(LC 1), 3=121(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V10 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678028 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-BF3bknXEZlLSZHCGTC5NnooSP2zzrAfHuLwbaiz3nlp Scale = 1:7.4 1 2 3 3x4 3x4 3x4 3-11-9 3-11-9 4-0-3 0-0-10 2-0-1 2-0-1 4-0-3 2-0-1 0-0-40-10-10-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-0, 3=3-11-0 Max Horz 1=7(LC 14) Max Uplift 1=-8(LC 14), 3=-8(LC 15) Max Grav 1=106(LC 20), 3=106(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) 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) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V11 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678029 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-8dBL8TZV5NbApbMebd7rtDujereDJ39aLePieaz3nln Scale: 3/4"=1' 1 2 3 3x4 1.5x4 1.5x4 4-5-10 4-5-10 0-0-42-7-57.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.14 0.00 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-3, 3=4-5-3 Max Horz 1=65(LC 11) Max Uplift 1=-9(LC 14), 3=-29(LC 14) Max Grav 1=211(LC 20), 3=211(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V12 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678030 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-40I6Z9ald_ru2vW1i2AJyez8yfL1nzftpyupjTz3nll Scale = 1:8.7 1 2 3 3x4 3x4 3x4 4-7-8 4-7-8 4-8-0 0-0-8 2-4-0 2-4-0 4-8-0 2-4-0 0-0-41-2-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.12 0.00 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-0, 3=4-7-0 Max Horz 1=-11(LC 15) Max Uplift 1=-10(LC 14), 3=-10(LC 15) Max Grav 1=149(LC 20), 3=149(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) 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) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V13 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678031 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-JlLWSEhOVl_cdHimkRqQpYrZQHOGO2tCtsanXRz3nlc Scale = 1:17.0 1 2 3 3x4 1.5x4 1.5x4 4-10-5 4-10-5 0-0-42-10-07.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.18 0.00 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-14, 3=4-9-14 Max Horz 1=72(LC 11) Max Uplift 1=-10(LC 14), 3=-32(LC 14) Max Grav 1=236(LC 20), 3=236(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V14 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678032 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-F7TGtwjf1MEKtbs8sssuuzwsF52RsyNVLA3ubKz3nla Scale = 1:19.5 1 2 3 3x4 1.5x4 1.5x4 5-7-15 5-7-15 0-0-43-3-107.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.69 0.26 0.00 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-8, 3=5-7-8 Max Horz 1=86(LC 11) Max Uplift 1=-11(LC 14), 3=-38(LC 14) Max Grav 1=289(LC 20), 3=289(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V15 Truss Type GABLE Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678033 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-gi9PVxlXKHcuk2bjX_QbWbYXgI8w3Jdx18HYCfz3nlX Scale = 1:19.8 1 2 3 4 5 6 12 11 10 9 8 7 13 3x4 3-10-2 3-10-2 5-10-2 2-0-0 3-10-2 3-10-2 5-10-2 2-0-0 3-4-152-10-40-6-117.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.04 0.02 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-10-2. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10, 8, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 8, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 10, 8, 11, 12. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 8. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V16 Truss Type GABLE Qty 2 Ply 1 TG181 RF A Job Reference (optional) I46678034 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-4HqX8zoQdC_TbWJIC6zI8EA1QW9hGfYNj6WCp_z3nlU Scale = 1:19.9 1 2 3 4 5 9 8 7 6 10 3x4 5-10-13 5-10-13 3-5-57.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.01 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-10-13. (lb) - Max Horz 1=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V17 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678035 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:33 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-0gyIZfpg9qEBqqThKX?mDfFMjJq8kZ2gBQ?Jusz3nlS Scale = 1:16.7 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-6 0-0-6 7-0-0 6-11-10 3-6-0 3-6-0 7-0-0 3-6-0 0-0-42-4-00-0-48.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.02 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-11-4, 3=6-11-4, 4=6-11-4 Max Horz 1=-39(LC 8) Max Uplift 1=-21(LC 12), 3=-27(LC 13) Max Grav 1=129(LC 1), 3=129(LC 1), 4=224(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V18 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678036 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-vRBoO0sAC2ldJRnSZN4iNVQ0pwBegNxG51zX1dz3nlO Scale = 1:18.5 1 2 3 4 3x4 4x4 3x4 1.5x4 7-11-10 7-11-10 8-0-0 0-0-6 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-8-00-0-48.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.11 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-4, 3=7-11-4, 4=7-11-4 Max Horz 1=45(LC 9) Max Uplift 1=-25(LC 12), 3=-31(LC 13) Max Grav 1=151(LC 1), 3=151(LC 1), 4=261(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Exterior(2R) 3-5-12 to 4-6-4, Exterior(2E) 4-6-4 to 7-6-4 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V19 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678037 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:42 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-GP?hRkwJ1bNvPCfPLwgt4Y7t?xu3LeD?FJgIirz3nlJ Scale = 1:14.6 1 2 3 4 3x4 4x4 3x4 1.5x4 7-11-9 7-11-9 8-0-3 0-0-10 4-0-1 4-0-1 8-0-3 4-0-1 0-0-41-8-10-0-45.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.09 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=18(LC 14) Max Uplift 1=-22(LC 14), 3=-25(LC 15) Max Grav 1=168(LC 20), 3=168(LC 21), 4=265(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) 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) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V20 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678038 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:45 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-gzgq4lyCKWlUGgO_12DaiAlLa9v0Y?rRxHvyJAz3nlG Scale = 1:17.0 1 2 3 4 5 6 3x4 4x4 3x4 1.5x4 0-0-8 0-0-8 9-4-0 9-3-8 4-8-0 4-8-0 9-4-0 4-8-0 0-0-42-4-00-0-46.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.14 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-3-0, 3=9-3-0, 4=9-3-0 Max Horz 1=-26(LC 19) Max Uplift 1=-28(LC 14), 3=-33(LC 15) Max Grav 1=224(LC 20), 3=224(LC 21), 4=324(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Exterior(2R) 3-7-9 to 5-8-7, Exterior(2E) 5-8-7 to 8-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) 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) 1, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V21 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678039 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-4YMyin?4cR73776ZiBnHKpNsLMwWlLZtdF7cwVz3nlD Scale = 1:17.8 1 2 3 4 5 6 3x4 4x4 3x4 1.5x4 9-11-0 9-11-0 4-11-8 4-11-8 9-11-0 4-11-8 2-0-135.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.15 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-11-0, 3=9-11-0, 4=9-11-0 Max Horz 1=23(LC 14) Max Uplift 1=-28(LC 14), 3=-32(LC 15) Max Grav 1=226(LC 20), 3=226(LC 21), 4=345(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-8-12 to 3-8-12, Corner(3R) 3-8-12 to 6-2-4, Corner(3E) 6-2-4 to 9-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) 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, 3. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V22 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678040 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-YlwLv70iNkFwlHhlGuIWt0w?TmE4UnF1svt9Sxz3nlC Scale = 1:25.5 1 2 3 4 5 6 3x4 4x4 3x4 1.5x4 0-0-6 0-0-6 12-0-0 11-11-10 6-0-0 6-0-0 12-0-0 6-0-0 0-0-44-0-00-0-48.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.26 0.07 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: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-11-4, 3=11-11-4, 4=11-11-4 Max Horz 1=-71(LC 10) Max Uplift 1=-39(LC 12), 3=-48(LC 13) Max Grav 1=236(LC 1), 3=236(LC 1), 4=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-272/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Exterior(2R) 3-5-12 to 8-6-4, Exterior(2E) 8-6-4 to 11-6-4 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 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V23 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678041 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-V725Kp1yvMWe_br8NJK_yR?HJatKyhfKJDMGWpz3nlA Scale = 1:24.4 1 2 3 5 4 6 7 8 9 10 11 5x6 5x6 5x6 3x8 MT18HS1.5x4 0-0-8 0-0-8 14-0-0 13-11-8 7-0-0 7-0-0 14-0-0 7-0-0 0-0-43-6-00-0-46.00 12 Plate Offsets (X,Y)-- [1:0-1-11,Edge], [3:0-1-3,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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.46 0.07 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 MT18HS Weight: 35 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=13-11-0, 3=13-11-0, 5=13-11-0 Max Horz 1=42(LC 14) Max Uplift 1=-31(LC 14), 3=-39(LC 15), 5=-12(LC 14) Max Grav 1=296(LC 20), 3=296(LC 21), 5=579(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-366/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Exterior(2R) 4-0-0 to 10-0-0, Interior(1) 10-0-0 to 10-4-7, Exterior(2E) 10-4-7 to 13-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V24 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678042 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:20:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-RW9rlU3DRzmLEu?XVkMS1s4k3NeqQbHdnXrNbiz3nl8 Scale = 1:32.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 3x4 4x4 3x4 3x8 MT18HS 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-8 0-0-8 18-8-0 18-7-8 9-4-0 9-4-0 18-8-0 9-4-0 0-0-44-8-00-0-46.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.14 0.07 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 MT18HS Weight: 53 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-7-0. (lb) - Max Horz 1=-57(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=253(LC 20), 9=536(LC 20), 6=536(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-420/152, 4-6=-420/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-4-0, Exterior(2R) 6-4-0 to 12-4-0, Interior(1) 12-4-0 to 15-0-7, Exterior(2E) 15-0-7 to 18-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V25 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678043 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:21:08 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-VPZWvdEdvafDXCePtO8z81CJCQlHRNHqEMzgcKz3nkv Scale = 1:39.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 3x8 MT18HS 4x4 3x8 MT18HS 3x8 MT18HS 3x4 3x4 0-0-8 0-0-8 23-4-0 23-3-8 11-8-0 11-8-0 23-4-0 11-8-0 0-0-45-10-00-0-46.00 12 Plate Offsets (X,Y)-- [12:0-2-12,0-1-8] 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 IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.14 0.11 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: 71 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-3-0. (lb) - Max Horz 1=-72(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 11, 10, 1 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 13=378(LC 6), 14=468(LC 5), 15=325(LC 3), 11=468(LC 6), 10=325(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-381/129, 6-11=-381/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-8-0, Interior(1) 3-8-0 to 8-8-0, Exterior(2R) 8-8-0 to 14-8-0, Interior(1) 14-8-0 to 19-8-0, Exterior(2E) 19-8-0 to 22-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 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, 15, 11, 10, 1. June 22,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 25051-25051A Truss V26 Truss Type Valley Qty 1 Ply 1 TG181 RF A Job Reference (optional) I46678044 8.510 s Jun 1 2021 MiTek Industries, Inc. Tue Jun 22 08:21:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:p6I?_mTp35Nfvzgj7rCduTz61Xh-CKAI?1MuYfvojkPKSUJKY8d1_S9QnusIXwOBylz3nkl Scale = 1:46.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 3x4 4x4 3x4 3x8 MT18HS 0-0-8 0-0-8 28-0-0 27-11-8 14-0-0 14-0-0 28-0-0 14-0-0 0-0-47-0-00-0-46.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2021/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.22 0.17 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 MT18HS Weight: 89 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 1-11: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-11-0. (lb) - Max Horz 1=87(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=403(LC 26), 12=422(LC 5), 13=473(LC 3), 9=422(LC 6), 8=473(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-348/117, 2-13=-315/145, 5-9=-349/117, 6-8=-314/144 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 24-4-7, Exterior(2E) 24-4-7 to 27-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 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) 1, 12, 13, 9, 8. June 22,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths