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HomeMy WebLinkAboutGN010.2 Engineer stamp16023 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 14,2022 Garcia, Juan Pages or sheets covered by this seal: I52524192 thru I52524244 My license renewal date for the state of Indiana is July 31, 2022. 2200858-2200858A 2GO 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 2200858-2200858A Truss A1R Truss Type GABLE Qty 1 Ply 1 2GO Job Reference (optional) I52524192 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:04 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-1UGxkkJfRX7Fdy8UwAXx_0pNqhtjhTMFllELsJz6Sdr Scale = 1:76.3 12 3 4 5 6 7 8 9 10 11 24 23 21 19 18 14 13 12 22 20 17 16 15 2538 39 40 41 42434445 46 6x6 6x6 6x6 4x6 4x4 4x4 4x8 4x8 1.5x4 6x6 6x6 4x4 4x4 4x4 4x4 10x16 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-1-126-1-12 8-9-02-7-4 11-9-83-0-8 14-10-03-0-8 17-5-42-7-4 23-7-06-1-12 -0-10-8 0-10-8 6-1-12 6-1-12 8-9-0 2-7-4 9-5-9 0-8-9 11-9-8 2-3-15 14-1-7 2-3-15 14-10-0 0-8-9 17-5-4 2-7-4 23-7-0 6-1-12 24-5-8 0-10-8 2-0-011-9-152-0-00-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [10:0-2-12,Edge], [12:Edge,0-1-8], [21:0-1-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.89 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.24 -0.44 0.04 -0.14 (loc) 17 17 12 15-22 l/defl >999 >642 n/a 975 L/d 360 240 n/a 360 PLATES MT20 Weight: 195 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 15-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-3-0 oc bracing: 15-22 JOINTS 1 Brace at Jt(s): 25 REACTIONS. (size)24=0-3-8, 12=0-3-8 Max Horz 24=239(LC 11) Max Uplift 24=-31(LC 12), 12=-29(LC 13) Max Grav 24=1561(LC 51), 12=1561(LC 52) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1607/73, 4-5=-1076/139, 5-6=-67/381, 6-7=-66/379, 7-8=-1078/139, 8-10=-1607/71, 2-24=-1506/87, 10-12=-1505/86 BOT CHORD 23-24=-233/349, 21-23=-130/1211, 18-21=-245/2898, 14-18=-147/3550, 13-14=-3/1041, 20-22=-1749/265, 17-20=-2518/172, 16-17=-1800/268, 15-16=-1800/268 WEBS 8-15=-22/639, 4-22=-24/641, 5-25=-1558/212, 7-25=-1558/212, 2-23=-8/1023, 10-13=-12/1027, 20-21=-512/0, 21-22=-144/1856, 14-16=-334/0, 18-20=-176/900, 14-17=-856/183, 14-15=-139/1885 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-9-8, Exterior(2R) 8-9-8 to 14-9-8, Interior(1) 14-9-8 to 21-5-8, Exterior(2E) 21-5-8 to 24-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-25, 7-25; Wall dead load (5.0psf) on member(s).8-15, 4-22 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 20-22, 17-20, 16-17, 15-16 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 24 and 29 lb uplift at joint 12.Continued on page 2 June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss A1R Truss Type GABLE Qty 1 Ply 1 2GO Job Reference (optional) I52524192 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:04 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-1UGxkkJfRX7Fdy8UwAXx_0pNqhtjhTMFllELsJz6Sdr NOTES- 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 71 lb up at 7-8-12, 34 lb down and 71 lb up at 9-8-12, 34 lb down and 71 lb up at 11-8-12, and 34 lb down and 71 lb up at 13-8-12, and 34 lb down and 71 lb up at 15-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for L/360 deflection. 16) 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=-51, 2-4=-51, 4-5=-61, 5-6=-51, 6-7=-51, 7-8=-61, 8-10=-51, 10-11=-51, 12-24=-20, 15-22=-30, 5-7=-10 Drag: 8-15=-10, 4-22=-10 Concentrated Loads (lb) Vert: 19=-9(F) 18=-9(F) 40=-9(F) 41=-9(F) 42=-9(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 2200858-2200858A Truss A1 Truss Type Attic Qty 3 Ply 1 2GO Job Reference (optional) I52524193 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:01 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-cvao6iHm9clhmVPvF2_EMOBtkTr1U6cp3n?hF_z6Sdu Scale = 1:75.2 12 3 4 5 6 7 8 9 10 11 24 23 21 19 18 14 13 12 22 20 17 16 15 25 26 27 6x6 6x6 6x6 3x4 4x6 3x4 4x4 3x4 4x4 4x8 4x8 3x4 3x4 1.5x4 6x6 3x4 6x6 4x4 4x4 4x4 4x4 10x16 6-1-126-1-12 8-9-02-7-4 11-9-83-0-8 14-10-03-0-8 17-5-42-7-4 23-7-06-1-12 -0-10-8 0-10-8 6-1-12 6-1-12 8-9-0 2-7-4 9-5-9 0-8-9 11-9-8 2-3-15 14-1-7 2-3-15 14-10-0 0-8-9 17-5-4 2-7-4 23-7-0 6-1-12 24-5-8 0-10-8 2-0-011-9-152-0-00-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [10:0-2-12,Edge], [12:Edge,0-1-8], [21:0-1-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.89 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.24 -0.44 0.04 -0.13 (loc) 17 17 12 15-22 l/defl >999 >642 n/a 991 L/d 360 240 n/a 360 PLATES MT20 Weight: 170 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 15-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-3-0 oc bracing: 15-22 JOINTS 1 Brace at Jt(s): 25 REACTIONS. (size)24=0-3-8, 12=0-3-8 Max Horz 24=239(LC 11) Max Grav 24=1493(LC 25), 12=1493(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1531/0, 4-5=-1034/26, 5-6=0/351, 6-7=0/350, 7-8=-1035/26, 8-10=-1531/0, 2-24=-1437/0, 10-12=-1437/0 BOT CHORD 23-24=-217/342, 21-23=-10/1165, 18-21=0/2661, 14-18=0/3391, 13-14=0/997, 20-22=-1712/0, 17-20=-2518/0, 16-17=-1745/0, 15-16=-1745/0 WEBS 8-15=0/639, 4-22=0/641, 5-25=-1464/0, 7-25=-1464/0, 2-23=0/975, 10-13=0/979, 20-21=-512/0, 21-22=0/1856, 14-16=-334/0, 18-20=0/827, 14-17=-793/0, 14-15=0/1885 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-9-8, Exterior(2R) 8-9-8 to 14-9-8, Interior(1) 14-9-8 to 21-5-8, Exterior(2E) 21-5-8 to 24-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-25, 7-25; Wall dead load (5.0psf) on member(s).8-15, 4-22 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 20-22, 17-20, 16-17, 15-16 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss A2 Truss Type ATTIC Qty 11 Ply 1 2GO Job Reference (optional) I52524194 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:05 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-VgqJy4KHCrF6F6jhUt2AXEMZh5DwQwcO_PzvPlz6Sdq Scale = 1:75.2 12 3 4 5 6 7 8 9 10 23 22 20 18 17 13 12 11 21 19 16 15 14 24 25 26 6x6 6x6 6x6 3x4 4x6 3x4 4x4 3x4 4x4 4x8 4x8 3x4 3x4 1.5x4 6x6 3x4 4x6 4x4 4x4 4x4 4x4 10x16 6-1-126-1-12 8-9-02-7-4 11-9-83-0-8 14-10-03-0-8 17-5-42-7-4 23-7-06-1-12 -0-10-8 0-10-8 6-1-12 6-1-12 8-9-0 2-7-4 9-5-9 0-8-9 11-9-8 2-3-15 14-1-7 2-3-15 14-10-0 0-8-9 17-5-4 2-7-4 23-7-0 6-1-12 2-0-011-9-152-0-00-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [10:Edge,0-0-8], [20:0-1-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.89 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.24 -0.44 0.04 -0.13 (loc) 16 16 11 14-21 l/defl >999 >641 n/a 979 L/d 360 240 n/a 360 PLATES MT20 Weight: 167 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 14-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-3-0 oc bracing: 14-21 JOINTS 1 Brace at Jt(s): 24 REACTIONS. (size)23=0-3-8, 11=0-3-8 Max Horz 23=234(LC 9) Max Grav 23=1495(LC 25), 11=1437(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1533/0, 4-5=-1036/25, 5-6=0/354, 6-7=0/353, 7-8=-1037/25, 8-10=-1530/0, 2-23=-1438/0, 10-11=-1393/0 BOT CHORD 22-23=-223/333, 20-22=-17/1155, 17-20=0/2652, 13-17=0/3393, 12-13=0/1011, 19-21=-1710/0, 16-19=-2519/0, 15-16=-1749/0, 14-15=-1749/0 WEBS 8-14=0/632, 4-21=0/641, 5-24=-1470/0, 7-24=-1470/0, 2-22=0/977, 10-12=0/993, 19-20=-512/0, 20-21=0/1856, 13-15=-334/0, 17-19=0/830, 13-16=-790/0, 13-14=0/1884 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-9-8, Exterior(2R) 8-9-8 to 14-9-8, Interior(1) 14-9-8 to 20-5-4, Exterior(2E) 20-5-4 to 23-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-24, 7-24; Wall dead load (5.0psf) on member(s).8-14, 4-21 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 19-21, 16-19, 15-16, 14-15 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss G1G Truss Type Common Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524195 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:13 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-GCJLdpQIKIG_CLKDyZB2rwh0pJ8SIaTaqevKhHz6Sdi Scale = 1:49.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 3x4 4x4 3x4 3x4 14-7-014-7-0 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 2-0-08-0-152-0-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.08 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 82 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-7-0. (lb) - Max Horz 20=173(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-167(LC 8), 12=-158(LC 9), 19=-155(LC 9), 13=-149(LC 8) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-135/313, 6-7=-135/313 WEBS 6-16=-333/88 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 4-3-8, Corner(3R) 4-3-8 to 10-3-8, Exterior(2N) 10-3-8 to 12-5-8, Corner(3E) 12-5-8 to 15-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=167, 12=158, 19=155, 13=149. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T2A Truss Type Common Qty 2 Ply 1 2GO Job Reference (optional) I52524196 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:48 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-kxwaznrF42g0vjVxVPKFmIewrQ1B?UgjtbugQmz6Sd9 Scale = 1:49.6 1 2 3 4 5 8 7 6 9 10 3x4 3x4 4x8 4x6 6x6 6x6 7-3-87-3-8 14-7-07-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 15-5-8 0-10-8 2-0-08-0-152-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [4:0-3-0,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.30 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 69 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-173(LC 10) Max Uplift 8=-31(LC 12), 6=-31(LC 13) Max Grav 8=633(LC 2), 6=633(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/101, 3-4=-526/101, 2-8=-569/121, 4-6=-569/121 BOT CHORD 7-8=-182/271 WEBS 3-7=0/252 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-3-8, Exterior(2R) 4-3-8 to 10-3-8, Interior(1) 10-3-8 to 12-5-8, Exterior(2E) 12-5-8 to 15-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 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) 8, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T2 Truss Type Common Qty 1 Ply 1 2GO Job Reference (optional) I52524197 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:47 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-GlMBmRqdJlY9HZwlyip0D55lG0hyG1Qaex97uJz6SdA Scale = 1:49.6 1 2 3 4 5 8 7 6 9 10 3x4 3x4 4x8 4x6 6x6 6x6 7-3-87-3-8 14-7-07-3-8 -1-0-0 1-0-0 7-3-8 7-3-8 14-7-0 7-3-8 15-7-0 1-0-0 2-0-08-0-152-0-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.30 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 70 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-175(LC 10) Max Uplift 8=-33(LC 12), 6=-33(LC 13) Max Grav 8=640(LC 2), 6=640(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/102, 3-4=-524/102, 2-8=-576/125, 4-6=-576/125 BOT CHORD 7-8=-182/269 WEBS 3-7=0/251 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-3-8, Exterior(2R) 4-3-8 to 10-3-8, Interior(1) 10-3-8 to 12-7-0, Exterior(2E) 12-7-0 to 15-7-0 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); Pg=20.0 psf; Pf=15.4 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 15.4 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) 8, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T1R Truss Type Common Girder Qty 1 Ply 2 2GO Job Reference (optional) I52524198 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:46 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-oZopZ5q?YRQIgPLZO_HnhtYfBcNLXYBRPHPaLtz6SdB Scale = 1:49.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 4x6 3x4 4x4 3x4 4x4 1.5x4 4x4 1.5x4 4x4 4-11-84-11-8 9-7-84-8-0 14-7-04-11-8 -1-0-0 1-0-0 3-9-8 3-9-8 7-3-8 3-6-0 10-9-8 3-6-0 14-7-0 3-9-8 15-7-0 1-0-0 2-0-08-0-152-0-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.13 0.13 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 205 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-173(LC 10) Max Grav 11=1663(LC 50), 8=2012(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1409/0, 4-5=-1432/0, 2-11=-274/120, 6-8=-285/116 BOT CHORD 10-11=0/1055, 9-10=0/861, 8-9=0/1013 WEBS 4-9=0/888, 5-9=-27/341, 4-10=0/826, 3-10=-28/339, 3-11=-1491/0, 5-8=-1498/0 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-3-8, Exterior(2R) 4-3-8 to 10-3-8, Interior(1) 10-3-8 to 12-7-0, Exterior(2E) 12-7-0 to 15-7-0 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 313 lb down at 2-1-4, 313 lb down at 4-1-4, 313 lb down at 6-1-4, 313 lb down at 8-1-4, 313 lb down at 10-1-4, and 380 lb down at 12-1-4, and 387 lb down at 14-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T1R Truss Type Common Girder Qty 1 Ply 2 2GO Job Reference (optional) I52524198 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:46 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-oZopZ5q?YRQIgPLZO_HnhtYfBcNLXYBRPHPaLtz6SdB LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-51, 2-4=-51, 4-6=-51, 6-7=-51, 8-11=-20 Concentrated Loads (lb) Vert: 14=-275(F) 15=-275(F) 16=-275(F) 17=-275(F) 18=-275(F) 19=-334(F) 20=-341(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 2200858-2200858A Truss G2G Truss Type Common Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524199 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:14 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-kPtjr9Rw5cOrqUvPWGjHO7EBWjTh12ej2IftDkz6Sdh Scale = 1:46.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 3x4 4x4 3x4 3x4 13-4-813-4-8 -0-10-8 0-10-8 6-8-4 6-8-4 13-4-8 6-8-4 14-3-0 0-10-8 2-0-07-6-142-0-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.08 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 75 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-4-8. (lb) - Max Horz 20=164(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-271(LC 8), 12=-256(LC 9), 19=-243(LC 9), 13=-231(LC 8) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 15, 14 except 20=291(LC 11), 12=276(LC 10), 19=323(LC 10), 13=311(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-128/302, 6-7=-128/302 WEBS 6-16=-317/75 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 3-8-4, Corner(3R) 3-8-4 to 9-8-4, Exterior(2N) 9-8-4 to 11-3-0, Corner(3E) 11-3-0 to 14-3-0 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=271, 12=256, 19=243, 13=231. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T5 Truss Type Common Qty 6 Ply 1 2GO Job Reference (optional) I52524200 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:55 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-1IrDRAxeRCY0FoXIQNyuYnQ7QFRb8fVlUA5YAsz6Sd2 Scale = 1:46.6 1 2 3 4 5 8 7 6 9 10 3x4 3x4 4x8 4x4 6x6 6x6 6-8-46-8-4 13-4-86-8-4 -0-10-8 0-10-8 6-8-4 6-8-4 13-4-8 6-8-4 14-3-0 0-10-8 2-0-07-6-142-0-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.25 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 64 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=164(LC 11) Max Uplift 8=-30(LC 12), 6=-30(LC 13) Max Grav 8=585(LC 2), 6=585(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/106, 3-4=-473/106, 2-8=-526/127, 4-6=-526/127 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-8-4, Exterior(2R) 3-8-4 to 9-8-4, Interior(1) 9-8-4 to 11-3-0, Exterior(2E) 11-3-0 to 14-3-0 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); Pg=20.0 psf; Pf=15.4 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 15.4 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) 8, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T2R Truss Type Common Girder Qty 1 Ply 2 2GO Job Reference (optional) I52524201 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:50 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-hK2KOTtVcgwk91fKdqMjrjjK7EmETNp0KvNnUez6Sd7 Scale = 1:46.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 4x6 3x4 3x4 1.5x4 1.5x4 3x6 4x8 3x6 4x8 3-5-143-5-14 9-10-106-4-12 13-4-83-5-14 -1-0-0 1-0-0 3-5-14 3-5-14 6-8-4 3-2-6 9-10-10 3-2-6 13-4-8 3-5-14 14-4-8 1-0-0 2-0-07-6-142-0-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.13 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 184 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-163(LC 10) Max Uplift 11=-242(LC 12), 8=-223(LC 13) Max Grav 11=1181(LC 51), 8=954(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-817/285, 3-4=-818/391, 4-5=-834/386, 5-6=-819/281, 2-11=-1121/289, 6-8=-915/301 BOT CHORD 9-10=-104/452 WEBS 4-9=-226/510, 4-10=-234/484, 2-10=-134/703, 6-9=-131/660 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-5-14, Exterior(2R) 3-5-14 to 9-10-10, Interior(1) 9-10-10 to 11-4-8, Exterior(2E) 11-4-8 to 14-4-8 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=242, 8=223. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 29 lb up at -0-7-4 on top chord, and 126 lb down and 68 lb up at 1-4-12, 126 lb down and 68 lb up at 3-3-12, 126 lb down and 68 lb up at 5-3-12, 126 lb down and 68 lb up at 7-3-12, and 126 lb down and 68 lb up at 9-3-12, and 126 lb down and 68 lb up at 11-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T2R Truss Type Common Girder Qty 1 Ply 2 2GO Job Reference (optional) I52524201 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:50 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-hK2KOTtVcgwk91fKdqMjrjjK7EmETNp0KvNnUez6Sd7 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-51, 2-4=-51, 4-6=-51, 6-7=-51, 8-11=-20 Concentrated Loads (lb) Vert: 10=-100(F) 12=-131 13=-100(F) 14=-100(F) 15=-100(F) 17=-100(F) 18=-100(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 2200858-2200858A Truss M1 Truss Type Monopitch Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524202 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:21 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-1loMJYWJRmGrAZxlQELwAc0HLXp3AGDlfurlzqz6Sda Scale = 1:60.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 3x8 MT18HS 4x4 4x4 3x4 10-3-8 10-3-8 2-0-010-6-1510.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.52 0.29 0.11 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: 67 lb FT = 10% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS.All bearings 10-3-8. (lb) - Max Horz 12=281(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 12=-194(LC 10), 11=-295(LC 9) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 12=371(LC 9), 11=335(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-310/203 WEBS 2-11=-208/315 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 7-1-12, Corner(3E) 7-1-12 to 10-1-12 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) 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); Pg=20.0 psf; Pf=15.4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except (jt=lb) 12=194, 11=295. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss J1 Truss Type Jack-Closed Qty 6 Ply 1 2GO Job Reference (optional) I52524203 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:18 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-dA6EgWUR8ruGJ6CAl6nDYzOnkKlRztgJzwd5MVz6Sdd Scale = 1:58.7 1 2 3 6 5 4 7 8 9 10 1.5x4 3x6 3x4 3x4 4x6 3x4 2-7-122-7-12 10-3-87-7-12 5-1-12 5-1-12 10-3-8 5-1-12 2-0-010-6-1510.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.47 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.22 -0.00 (loc) 4-5 4-5 4 l/defl >687 >409 n/a L/d 360 240 n/a PLATES MT20 Weight: 59 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-4REACTIONS. (size)6=Mechanical, 5=0-3-8, 4=Mechanical Max Horz 6=281(LC 9) Max Uplift 6=-55(LC 8), 5=-5(LC 12), 4=-142(LC 9) Max Grav 6=166(LC 24), 5=492(LC 23), 4=428(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-279/184 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-13, Exterior(2R) 5-10-13 to 10-1-12 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); Pg=20.0 psf; Pf=15.4 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5 except (jt=lb) 4=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss EJ4 Truss Type MONO TRUSS Qty 1 Ply 1 2GO Job Reference (optional) I52524204 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:11 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-KqBaC7P2oh?Gz1Aqr89amVcc9VQdqlrHMKQDcPz6Sdk Scale = 1:35.5 1 2 4 3 1.5x4 1.5x4 3x6 3x4 5-0-05-0-0 5-0-0 5-0-0 2-0-06-2-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.23 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 3-4 3-4 3 l/defl >999 >958 n/a L/d 360 240 n/a PLATES MT20 Weight: 27 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-3-8 Max Horz 4=158(LC 9) Max Uplift 4=-10(LC 8), 3=-87(LC 9) Max Grav 4=223(LC 24), 3=230(LC 23) 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=25ft; 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); Pg=20.0 psf; Pf=15.4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 4 and 87 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M2 Truss Type Monopitch Qty 7 Ply 1 2GO Job Reference (optional) I52524205 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:27 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-sv9eZbb41c0_uUOvnVSKQtGMIyu6a_oe2qI3ATz6SdU Scale = 1:35.4 1 2 4 3 4x4 1.5x4 3x6 3x4 5-0-0 5-0-0 2-0-06-2-05-8-36-2-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.30 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 27 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 4=0-3-8 Max Horz 4=158(LC 9) Max Uplift 2=-87(LC 9), 4=-10(LC 8) Max Grav 2=230(LC 23), 4=223(LC 24) 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=25ft; 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); Pg=20.0 psf; Pf=15.4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss J1A Truss Type Jack-Closed Qty 2 Ply 1 2GO Job Reference (optional) I52524206 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:19 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-5MgcusV3v807wGnNJqIS5Bxwkk9jiIhSCaMeuxz6Sdc Scale = 1:58.6 1 2 3 6 5 4 7 8 1.5x4 3x6 4x4 3x4 3x6 3x6 5-1-125-1-12 10-3-85-1-12 5-1-12 5-1-12 10-3-8 5-1-12 2-0-010-6-1510-1-210-6-1510.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.22 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 61 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 3=Mechanical Max Horz 6=281(LC 9) Max Uplift 3=-123(LC 9) Max Grav 6=427(LC 24), 3=456(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-388/52, 1-2=-394/56, 3-4=-83/314 BOT CHORD 5-6=-269/199, 4-5=-109/254 WEBS 2-4=-348/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-13, Exterior(2R) 5-10-13 to 10-1-12 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); Pg=20.0 psf; Pf=15.4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=123. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss J1B Truss Type Jack-Closed Qty 5 Ply 1 2GO Job Reference (optional) I52524207 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:20 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-ZZE_5CWhgS8_YPMZsXqhdOU6M8RXRnMcRE6CQNz6Sdb Scale = 1:52.5 1 2 3 5 4 6 1.5x4 1.5x4 3x4 3x4 4x4 8-7-88-7-8 4-3-12 4-3-12 8-7-8 4-3-12 2-0-09-2-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.53 0.43 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 -0.00 (loc) 4-5 4-5 4 l/defl >494 >247 n/a L/d 360 240 n/a PLATES MT20 Weight: 52 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4REACTIONS. (size)5=Mechanical, 4=Mechanical Max Horz 5=243(LC 9) Max Uplift 4=-111(LC 9) Max Grav 5=362(LC 24), 4=384(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-285/80 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-1-15, Exterior(2R) 4-1-15 to 8-5-12 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); Pg=20.0 psf; Pf=15.4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M3 Truss Type Monopitch Qty 3 Ply 1 2GO Job Reference (optional) I52524208 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:28 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-K5j0nxciov9rWez5KDzZy4pTJMAPJOLnGU2djwz6SdT Scale = 1:52.5 1 2 3 5 4 1.5x4 3x4 4x4 1.5x4 3x4 8-7-88-7-8 4-3-12 4-3-12 8-7-8 4-3-12 2-0-09-2-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.54 0.43 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 -0.00 (loc) 4-5 4-5 4 l/defl >494 >247 n/a L/d 360 240 n/a PLATES MT20 Weight: 52 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=243(LC 9) Max Uplift 4=-111(LC 9) Max Grav 4=384(LC 23), 5=362(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-285/80 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-12, Exterior(2E) 5-5-12 to 8-5-12 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); Pg=20.0 psf; Pf=15.4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M4 Truss Type Monopitch Qty 1 Ply 2 2GO Job Reference (optional) I52524209 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:29 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-oHHO_HcKZDHi7oYIuwUoVILiNmYU2u8wV7nAFMz6SdS Scale = 1:52.5 1 2 3 5 4 1.5x4 3x4 4x4 1.5x4 3x4 8-7-88-7-8 4-3-12 4-3-12 8-7-8 4-3-12 2-0-09-2-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.32 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 -0.00 (loc) 4-5 4-5 4 l/defl >741 >370 n/a L/d 360 240 n/a PLATES MT20 Weight: 97 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=243(LC 9) Max Uplift 4=-111(LC 9) Max Grav 4=384(LC 23), 5=362(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-285/80 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-12, Exterior(2E) 5-5-12 to 8-5-12 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 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M5 Truss Type Monopitch Qty 4 Ply 1 2GO Job Reference (optional) I52524210 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:30 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-GUqmCddzKWPZly7USd?11VuxCAy3nLw4knXknoz6SdR Scale = 1:16.3 1 2 3 5 4 1.5x4 1.5x4 3x4 3x4 -0-10-8 0-10-8 2-7-0 2-7-0 1-7-02-7-152-4-70-3-82-7-155.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 13 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=72(LC 13) Max Uplift 5=-28(LC 10), 4=-34(LC 11) Max Grav 5=196(LC 21), 4=89(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=25ft; 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M6 Truss Type Monopitch Qty 8 Ply 1 2GO Job Reference (optional) I52524211 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:31 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-kgO8Pzeb4qXQN6ig0LWGajR6yZIIWo9DzRHHJFz6SdQ Scale = 1:16.3 1 2 3 5 4 4x4 1.5x4 3x4 3x4 -0-10-8 0-10-8 2-7-0 2-7-0 1-7-02-7-152-3-82-7-155.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.06 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 14 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-3-8 Max Horz 5=72(LC 13) Max Uplift 3=-34(LC 11), 5=-28(LC 10) Max Grav 3=89(LC 21), 5=196(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=25ft; 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); Pg=20.0 psf; Pf=15.4 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 15.4 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, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M7 Truss Type Monopitch Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524212 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:31 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-kgO8Pzeb4qXQN6ig0LWGajR5MZHuWowDzRHHJFz6SdQ Scale = 1:16.8 1 2 3 4 7 6 5 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-10-8 0-10-8 2-10-0 2-10-0 1-7-02-9-35.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 13 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=2-10-0, 5=2-10-0, 6=2-10-0 Max Horz 7=75(LC 11) Max Uplift 7=-27(LC 10), 5=-13(LC 11), 6=-76(LC 11) Max Grav 7=143(LC 20), 5=75(LC 21), 6=105(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=25ft; 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M8 Truss Type Monopitch Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524213 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:32 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-CsyWcJfDr8fH_GHtZ21V7wzAfzayFD9NB50qshz6SdP Scale = 1:57.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x8 MT18HS 4x8 3x4 3x4 -0-10-8 0-10-8 9-5-0 9-5-0 2-0-09-10-310.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [7:0-0-11,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.27 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 2 2 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT18HS Weight: 62 lb FT = 10% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 9-5-0. (lb) - Max Horz 13=271(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 13=-247(LC 10), 12=-384(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 13=470(LC 9), 12=337(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-298/146, 2-3=-362/210 WEBS 3-12=-179/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 6-3-4, Corner(3E) 6-3-4 to 9-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11 except (jt=lb) 13=247, 12=384. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M9 Truss Type Monopitch Qty 2 Ply 1 2GO Job Reference (optional) I52524214 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:33 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-g3WvqfgrcRn8cPs37mYkf8WQbNxB_eZWQlmOO7z6SdO Scale = 1:56.6 1 2 3 4 7 6 5 1.5x4 1.5x4 3x4 3x6 3x4 3x6 4-8-84-8-8 9-5-04-8-8 -0-10-8 0-10-8 4-8-8 4-8-8 9-5-0 4-8-8 2-0-09-10-310.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.18 0.14 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 58 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=222(LC 12) Max Uplift 5=-172(LC 12) Max Grav 7=430(LC 2), 5=391(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/0, 2-7=-389/0 BOT CHORD 6-7=-336/204 WEBS 3-5=-306/211 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-3-4, Exterior(2E) 6-3-4 to 9-3-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 15.4 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) except (jt=lb) 5=172. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M12 Truss Type Monopitch Qty 2 Ply 1 2GO Job Reference (optional) I52524215 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:23 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-z8v7kEYazNWZPt58YfNOF16b7LSteBM27CKs1iz6SdY Scale = 1:16.4 1 2 3 4 1.5x4 3x4 1.5x4 0-4-80-4-8 -0-10-8 0-10-8 7-8-6 7-8-6 0-3-142-2-151-11-70-3-82-2-153.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.00 (loc) 4-9 4-9 2 l/defl >667 >326 n/a L/d 360 240 n/a PLATES MT20 Weight: 21 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-1-8 Max Horz 2=61(LC 13) Max Uplift 2=-59(LC 10), 4=-32(LC 14) Max Grav 2=390(LC 21), 4=321(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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-6-10, Exterior(2E) 4-6-10 to 7-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M13 Truss Type Monopitch Qty 5 Ply 1 2GO Job Reference (optional) I52524216 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:23 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-z8v7kEYazNWZPt58YfNOF16b7LSueBM27CKs1iz6SdY Scale = 1:16.4 1 2 3 4 3x6 1.5x4 3x4 0-4-80-4-8 -0-10-8 0-10-8 7-8-6 7-8-6 0-3-142-2-151-10-152-2-153.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.02 (loc) 4-9 4-9 3 l/defl >667 >326 n/a L/d 360 240 n/a PLATES MT20 Weight: 21 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8 Max Horz 2=61(LC 13) Max Uplift 3=-32(LC 14), 2=-59(LC 10) Max Grav 3=321(LC 21), 2=390(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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 4-6-10, Exterior(2E) 4-6-10 to 7-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 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. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss H1 Truss Type Half Hip Qty 1 Ply 1 2GO Job Reference (optional) I52524217 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:15 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-CbQ52VSYswWhSeUc4_EWwLmIV7l6mZQtHyORlAz6Sdg Scale = 1:16.7 1 2 3 4 6 5 12 3x6 1.5x4 3x4 4x4 3x4 0-4-80-4-8 6-1-05-8-8 7-8-61-7-6 -0-10-8 0-10-8 6-1-0 6-1-0 7-8-6 1-7-6 0-3-141-10-21-6-101-10-23.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.32 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.00 (loc) 6-11 6-11 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 24 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8 Max Horz 2=50(LC 13) Max Uplift 4=-29(LC 10), 2=-60(LC 10) Max Grav 4=280(LC 2), 2=452(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/92, 4-5=-78/254 BOT CHORD 2-6=-71/312, 5-6=-72/294 WEBS 3-5=-427/136 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Exterior(2R) 2-1-8 to 6-1-0, Exterior(2E) 6-1-0 to 7-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 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 15.4 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. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss H2 Truss Type Half Hip Girder Qty 1 Ply 1 2GO Job Reference (optional) I52524218 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:17 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-8_YsTBTpOXmPhyd_BPG_0msfQwV0EQR9lGtXq3z6Sde Scale = 1:16.7 1 2 3 4 6 5 11 12 13 14 3x6 4x4 3x4 4x4 3x4 3x4 0-4-80-4-8 4-1-03-8-8 7-8-63-7-6 -0-10-8 0-10-8 4-1-0 4-1-0 7-8-6 3-7-6 0-3-141-4-21-0-101-4-23.00 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.10 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 33 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8 Max Horz 2=33(LC 11) Max Uplift 4=-45(LC 10), 2=-79(LC 10) Max Grav 4=558(LC 35), 2=575(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-936/172, 4-5=-15/352 BOT CHORD 2-6=-152/885, 5-6=-154/851 WEBS 3-5=-883/174 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Exterior(2R) 2-1-8 to 4-6-10, Exterior(2E) 4-6-10 to 7-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 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 15.4 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. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 60 lb up at 4-1-0, and 74 lb down and 60 lb up at 5-11-4, and 90 lb down and 44 lb up at 7-6-10 on top chord, and 192 lb down and 45 lb up at 4-1-0, and 27 lb down at 5-11-4, and 45 lb down at 7-6-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss H2 Truss Type Half Hip Girder Qty 1 Ply 1 2GO Job Reference (optional) I52524218 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:17 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-8_YsTBTpOXmPhyd_BPG_0msfQwV0EQR9lGtXq3z6Sde LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-4=-61, 2-5=-20 Concentrated Loads (lb) Vert: 4=-75(F) 5=-38(F) 6=-192(F) 3=-47(F) 13=-42(F) 14=-27(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 2200858-2200858A Truss M14 Truss Type Monopitch Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524219 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:24 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-RKTVxaZCkheQ11gK5NudoEeuBlvUNecBMs4PZ9z6SdX Scale = 1:16.9 1 2 3 5 4 1.5x4 3x4 1.5x4 1.5x4 -0-10-8 0-10-8 1-6-0 1-6-0 1-6-02-9-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 9 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-6-0, 4=1-6-0 Max Horz 5=73(LC 9) Max Uplift 5=-25(LC 8), 4=-63(LC 9) Max Grav 5=149(LC 25), 4=67(LC 10) 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=25ft; 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) 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss EJ1 Truss Type Jack-Open Qty 5 Ply 1 2GO Job Reference (optional) I52524220 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:07 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-R3y4NmLXkSVqUQt3cI5ecfRxYu0BuyOhRiS0Tez6Sdo Scale = 1:16.9 1 2 3 5 4 4x6 3x4 1-6-01-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 1-6-02-9-010.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 0.0/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.35 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 7 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=71(LC 9) Max Uplift 4=-61(LC 9) Max Grav 5=183(LC 18), 4=49(LC 24) 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=25ft; 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); Pg=20.0 psf; Pf=0.0 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 15.4 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 61 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M15 Truss Type Monopitch Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524221 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:25 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-vW1t8wZqV_mHfBFXf4PsKSB3X9FW65rLaWpz6bz6SdW Scale = 1:16.9 1 2 3 5 4 3x4 3x4 1.5x4 1.5x4 -0-10-8 0-10-8 1-6-0 1-6-0 1-6-02-9-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 9 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-6-0, 4=1-6-0 Max Horz 5=73(LC 9) Max Uplift 5=-25(LC 8), 4=-63(LC 9) Max Grav 5=149(LC 25), 4=67(LC 10) 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=25ft; 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); Pg=20.0 psf; Pf=15.4 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 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss EJ3 Truss Type Jack-Open Qty 3 Ply 1 2GO Job Reference (optional) I52524222 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:10 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-sedC?nOQ1NtPLtbeHReLDH3Uv66C5I888ghg4zz6Sdl Scale = 1:9.7 1 2 3 4 3x4 0-4-80-4-8 4-1-03-8-8 -0-10-8 0-10-8 4-1-0 4-1-0 0-3-141-4-21-0-21-4-23.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-9 4-9 3 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 11 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=37(LC 10) Max Uplift 3=-27(LC 14), 2=-46(LC 10) Max Grav 3=103(LC 21), 4=64(LC 7), 2=277(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=25ft; 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); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 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 27 lb uplift at joint 3 and 46 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M10 Truss Type GABLE Qty 1 Ply 1 2GO Job Reference (optional) I52524223 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:22 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-VxMlWuXxC3OiojWy_ys9jpZW?x6Yvh1vuYbIVGz6SdZ Scale = 1:74.2 1 2 3 4 5 6 9 8 7 32 33 34 35 36 37 3x6 3x4 3x6 3x4 4x4 3x4 3x6 3x4 3x4 3x4 3x4 3x4 1 1 - 5 - 0 7-7-12 7-7-12 16-11-0 9-3-4 5-8-13 5-8-13 11-2-3 5-5-5 16-11-0 5-8-13 0-9-314-10-610.00 12 Plate Offsets (X,Y)-- [1:0-3-14,0-0-1] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.46 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.39 -0.01 (loc) 7-9 7-9 1 l/defl >425 >281 n/a L/d 360 240 n/a PLATES MT20 Weight: 158 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-9, 5-7 REACTIONS. (size)1=0-3-8, 9=0-3-8, 7=Mechanical Max Horz 1=401(LC 12) Max Uplift 7=-291(LC 12) Max Grav 1=432(LC 23), 9=630(LC 23), 7=604(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-313/0, 3-5=-293/18 BOT CHORD 1-9=-270/317 WEBS 3-9=-295/187, 5-7=-346/283 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 13-9-4, Exterior(2E) 13-9-4 to 16-9-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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); Pg=20.0 psf; Pf=15.4 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 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=291. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M16 Truss Type Monopitch Qty 2 Ply 1 2GO Job Reference (optional) I52524224 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:26 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-OjbFMFaSGIu8GKpjDow5tfjB?YTUrV0UpAZWe1z6SdV Scale = 1:83.8 1 2 3 4 5 6 9 8 7 14 15 16 17 18 19 1.5x4 3x6 3x4 3x6 3x4 1.5x4 4x4 3x4 3x6 1 1 - 5 - 0 7-7-12 7-7-12 16-11-0 9-3-4 5-8-13 5-8-13 11-2-3 5-5-5 16-11-0 5-8-13 0-9-314-10-610.00 12 Plate Offsets (X,Y)-- [1:0-3-14,0-0-1] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.46 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.39 -0.01 (loc) 7-9 7-9 1 l/defl >425 >281 n/a L/d 360 240 n/a PLATES MT20 Weight: 98 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-9, 5-7 REACTIONS. (size)1=0-3-8, 9=0-3-8, 7=Mechanical Max Horz 1=401(LC 12) Max Uplift 7=-291(LC 12) Max Grav 1=432(LC 23), 9=630(LC 23), 7=604(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-313/0, 3-5=-293/18 BOT CHORD 1-9=-270/317 WEBS 3-9=-295/187, 5-7=-346/283 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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 13-9-4, Exterior(2E) 13-9-4 to 16-9-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=291. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss CG1G Truss Type Diagonal Hip Girder Qty 1 Ply 1 2GO Job Reference (optional) I52524225 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:06 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-zsOh9QLvz9NztGIt2bZP3RuqHUlW9VOYD2jSxBz6Sdp Scale = 1:12.9 1 2 3 4 6 5 12 13 1.5x4 4x4 3x4 1.5x4 3x4 0-6-140-6-14 3-5-32-10-5 5-7-122-2-9 -1-2-14 1-2-14 3-5-3 3-5-3 5-7-12 2-2-9 0-3-141-3-132.12 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 18 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-4-15 Max Horz 2=32(LC 13) Max Uplift 5=-17(LC 14), 2=-70(LC 10) Max Grav 5=193(LC 21), 2=374(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/83 BOT CHORD 2-6=-81/326, 5-6=-81/326 WEBS 3-5=-341/100 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-2-14 to 3-0-1, Exterior(2R) 3-0-1 to 5-6-0 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 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 17 lb uplift at joint 5 and 70 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 38 lb up at 2-9-8, and 8 lb down and 38 lb up at 2-9-8 on top chord, and 5 lb down and 1 lb up at 2-9-8, and 5 lb down and 1 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss CG1G Truss Type Diagonal Hip Girder Qty 1 Ply 1 2GO Job Reference (optional) I52524225 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:06 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-zsOh9QLvz9NztGIt2bZP3RuqHUlW9VOYD2jSxBz6Sdp LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-51, 5-7=-20 Concentrated Loads (lb) Vert: 13=1(F=0, B=0) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, 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 2200858-2200858A Truss EJ2 Truss Type Jack-Open Qty 2 Ply 1 2GO Job Reference (optional) I52524226 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:09 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-NR3qoRNnG4lYkj0Sjj76h4WKMintMru_v0x6YWz6Sdm Scale = 1:6.7 1 2 3 4 3x4 0-4-80-4-8 1-10-151-6-7 -0-10-8 0-10-8 1-10-15 1-10-15 0-3-140-9-90-5-100-9-93.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.07 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 6 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=22(LC 10) Max Uplift 3=-6(LC 14), 4=-5(LC 20), 2=-48(LC 10) Max Grav 3=23(LC 21), 4=20(LC 7), 2=190(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=25ft; 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); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 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 6 lb uplift at joint 3, 5 lb uplift at joint 4 and 48 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T4A Truss Type GABLE Qty 1 Ply 1 2GO Job Reference (optional) I52524227 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:54 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-Z5HrEqw0guQ9dey5sgRf0Zu?Hr41P7ucFWL?dPz6Sd3 Scale = 1:42.9 1 2 3 4 5 10 9 8 7 6 19 20 3x6 4x4 3x6 6x6 6x6 3x6 4x8 3x6 2-1-42-1-4 7-8-05-6-12 13-3-15-7-1 14-5-81-2-7 2-1-4 2-1-4 7-8-0 5-6-12 13-3-1 5-7-1 14-5-8 1-2-7 1-2-97-7-31-2-50-9-00-9-210.00 12 10.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.27 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.05 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 76 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=142(LC 9) Max Uplift 10=-17(LC 12), 6=-18(LC 12) Max Grav 10=567(LC 2), 6=567(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-553/69, 1-2=-1247/188, 2-3=-596/93, 3-4=-599/93, 4-5=-739/84, 5-6=-548/28 BOT CHORD 8-9=-209/1000, 7-8=-87/622 WEBS 1-9=-158/984, 2-9=-65/382, 2-8=-628/236, 3-8=0/375, 4-8=-289/171, 5-7=-92/644 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-8-0, Exterior(2R) 4-8-0 to 10-8-0, Interior(1) 10-8-0 to 11-3-12, Exterior(2E) 11-3-12 to 14-3-12 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 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); Pg=20.0 psf; Pf=15.4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T4 Truss Type Roof Special Qty 2 Ply 1 2GO Job Reference (optional) I52524228 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:53 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-5vjT1UvOvbII0UOvIzvQTMLqXRkoggeT0scR5zz6Sd4 Scale: 1/4"=1' 1 2 3 4 5 10 9 8 7 6 11 12 1.5x4 3x6 4x4 3x6 1.5x4 6x6 6x6 3x6 4x8 3x6 2-1-42-1-4 7-8-05-6-12 13-3-15-7-1 14-5-81-2-7 2-1-4 2-1-4 7-8-0 5-6-12 13-3-1 5-7-1 14-5-8 1-2-7 1-2-97-7-31-2-50-9-00-9-210.00 12 10.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.27 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.05 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 66 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=142(LC 9) Max Uplift 10=-17(LC 12), 6=-18(LC 12) Max Grav 10=567(LC 2), 6=567(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-553/69, 1-2=-1247/188, 2-3=-596/93, 3-4=-599/93, 4-5=-739/84, 5-6=-548/28 BOT CHORD 8-9=-209/1000, 7-8=-87/622 WEBS 1-9=-158/984, 2-9=-65/382, 2-8=-628/236, 3-8=0/375, 4-8=-289/171, 5-7=-92/644 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-8-0, Exterior(2R) 4-8-0 to 10-8-0, Interior(1) 10-8-0 to 11-3-12, Exterior(2E) 11-3-12 to 14-3-12 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T8 Truss Type Roof Special Qty 2 Ply 1 2GO Job Reference (optional) I52524229 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:57 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-_gzzssyuzpokU5hgXo_MdCWVS27UcWM2xUafEkz6Sd0 Scale: 3/16"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 1.5x4 3x6 4x4 3x6 1.5x4 6x6 6x8 3x6 4x8 4x4 1.5x4 2-1-42-1-4 7-8-25-6-14 13-3-15-6-14 14-5-81-2-7 2-1-4 2-1-4 4-7-14 2-6-10 8-11-7 4-3-9 13-3-1 4-3-9 14-5-8 1-2-7 6-2-1210-1-51-2-50-9-00-9-210.00 12 10.00 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.22 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.03 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 93 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-232(LC 10) Max Uplift 11=-53(LC 13), 7=-9(LC 13) Max Grav 11=567(LC 2), 7=567(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-554/32, 1-2=-291/113, 2-3=-358/131, 3-4=-560/165, 4-5=-772/143, 5-6=-687/42, 6-7=-558/27 BOT CHORD 10-11=-210/262, 9-10=-105/275, 8-9=0/438 WEBS 1-10=0/396, 2-10=-325/113, 3-9=-109/347, 4-9=-286/178, 6-8=-11/534 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 7-7-14, Interior(1) 7-7-14 to 11-3-12, Exterior(2E) 11-3-12 to 14-3-12 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T9 Truss Type Roof Special Qty 2 Ply 1 2GO Job Reference (optional) I52524230 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:58 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-StXM4CzXk7wb6FGs5WVbAP2ciSPSL_CCA8JCmAz6Sd? Scale = 1:58.8 1 2 3 4 5 9 8 7 6 10 11 12 13 6x6 4x4 3x6 1.5x4 1.5x4 6x8 4x8 4x4 1.5x4 7-0-67-0-6 15-7-98-7-3 16-10-01-2-7 7-0-6 7-0-6 11-4-0 4-3-9 15-7-9 4-3-9 16-10-0 1-2-7 2-8-148-7-39-4-51-2-50-9-210.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [7:0-5-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.43 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.02 (loc) 7-8 7-8 6 l/defl >999 >766 n/a L/d 360 240 n/a PLATES MT20 Weight: 82 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 9=0-3-8 Max Horz 9=-189(LC 8) Max Uplift 6=-25(LC 13), 9=-27(LC 13) Max Grav 6=662(LC 2), 9=662(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-592/85, 2-3=-540/107, 3-4=-948/127, 4-5=-855/7, 5-6=-691/0, 1-9=-607/69 BOT CHORD 7-8=0/517 WEBS 2-8=-10/351, 3-8=-261/152, 3-7=-67/273, 5-7=-3/675, 1-8=-6/330 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-6, Exterior(2R) 4-0-6 to 10-0-6, Interior(1) 10-0-6 to 13-8-4, Exterior(2E) 13-8-4 to 16-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T10 Truss Type Roof Special Qty 1 Ply 1 2GO Job Reference (optional) I52524231 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:35 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-dRefFKh5831srj0SFBbCkZbdrBa8SWWpt3FUS0z6SdM Scale = 1:53.0 1 2 3 4 9 8 7 6 5 10 11 12 13 14 6x6 4x6 4x8 3x4 3x6 4x8 3x4 1.5x4 3x4 7-0-67-0-6 14-9-17-8-10 16-10-02-1-0 7-0-6 7-0-6 14-9-1 7-8-10 16-10-0 2-1-0 2-8-142-2-08-7-31-7-1210.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-6-12,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.36 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 78 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 5=Mechanical Max Horz 9=-176(LC 10) Max Uplift 9=-25(LC 15), 5=-27(LC 15) Max Grav 9=662(LC 2), 5=662(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-590/160, 2-3=-604/159, 3-4=-778/159, 1-9=-606/157, 4-5=-671/98 BOT CHORD 6-7=-110/732 WEBS 2-7=0/302, 3-7=-411/152, 3-6=-388/183, 1-7=-15/342, 4-6=-175/922 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-6, Exterior(2R) 4-0-6 to 10-0-6, Interior(1) 10-0-6 to 14-9-1, Exterior(2E) 14-9-1 to 16-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 4) Unbalanced snow loads have been considered for this design. 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) 9, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T12 Truss Type Roof Special Qty 7 Ply 1 2GO Job Reference (optional) I52524232 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:36 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-5eC1SgijvM9jTtaeou6RHm8xtav5B1wy6j_2?Sz6SdL Scale = 1:45.6 1 2 3 4 5 9 8 7 6 10 11 1.5x4 3x6 4x6 3x6 1.5x4 6x8 6x8 1.5x4 1.5x4 1-9-101-9-10 10-3-68-5-11 12-7-02-3-10 1-9-10 1-9-10 5-8-14 3-11-4 10-3-6 4-6-7 12-7-0 2-3-10 2-0-06-9-77-2-71-6-00-5-01-8-210.00 12 10.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-0], [8:0-5-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.18 0.45 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.36 0.05 (loc) 7-8 7-8 6 l/defl >852 >414 n/a L/d 360 240 n/a PLATES MT20 Weight: 61 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-143(LC 8) Max Uplift 9=-18(LC 13), 6=-15(LC 13) Max Grav 9=492(LC 2), 6=492(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-525/20, 1-2=-577/35, 2-3=-675/161, 3-4=-1005/222, 4-5=-924/64, 5-6=-496/44 BOT CHORD 7-8=-29/299 WEBS 1-8=-0/447, 3-8=-116/374, 3-7=-137/654, 4-7=-260/190, 5-7=-8/694 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-8-14, Interior(1) 8-8-14 to 9-5-4, Exterior(2E) 9-5-4 to 12-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T6 Truss Type GABLE Qty 1 Ply 1 2GO Job Reference (optional) I52524233 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:56 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-VUPbfWxGCWgtty6Uz5T75_zLqekmt4tvjqq6iIz6Sd1 Scale = 1:43.1 1 2 3 4 5 9 8 7 6 17 18 3x6 4x6 3x4 3x6 6x8 6x8 1-9-101-9-10 10-3-68-5-11 12-7-02-3-10 1-9-10 1-9-10 5-8-14 3-11-4 10-3-6 4-6-7 12-7-0 2-3-10 2-0-06-9-77-2-71-6-00-5-01-8-210.00 12 10.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-0], [8:0-5-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.18 0.45 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.36 0.05 (loc) 7-8 7-8 6 l/defl >852 >414 n/a L/d 360 240 n/a PLATES MT20 Weight: 72 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-143(LC 8) Max Uplift 9=-18(LC 13), 6=-15(LC 13) Max Grav 9=492(LC 2), 6=492(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-525/20, 1-2=-577/35, 2-3=-675/161, 3-4=-1005/222, 4-5=-924/64, 5-6=-496/44 BOT CHORD 7-8=-29/299 WEBS 1-8=-0/447, 3-8=-116/374, 3-7=-137/654, 4-7=-260/190, 5-7=-8/694 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-8-14, Interior(1) 8-8-14 to 9-5-4, Exterior(2E) 9-5-4 to 12-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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); Pg=20.0 psf; Pf=15.4 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) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T13 Truss Type Flat Girder Qty 1 Ply 2 2GO Job Reference (optional) I52524234 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:41 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-Rb?wVOmskvn?ZeTbbRic_qrgFbYUs81iG?ipggz6SdG Scale: 3/8"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x12 MT18HS 5x12 MT18HS 3x6 5x12 MT18HS 5x12 MT18HS7x12 MT18HS 8x16 MT18HS 1.5x4 6x8 3x6 8x16 MT18HS 1.5x4 4-6-04-6-0 8-10-44-4-4 13-2-84-4-4 17-8-84-6-0 4-6-0 4-6-0 8-10-4 4-4-4 13-2-8 4-4-4 17-8-8 4-6-0 1-7-0Plate Offsets (X,Y)-- [1:Edge,0-2-0], [6:Edge,0-2-0], [7:0-5-8,Edge], [8:0-8-0,0-4-8], [9:0-4-4,0-1-8], [11:0-8-0,0-4-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.69 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.60 0.05 (loc) 9 9 7 l/defl >685 >349 n/a L/d 360 240 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 10% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-11,3-11,3-8,6-8: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD 2-0-0 oc purlins (4-1-5 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=-32(LC 32) Max Uplift 12=-250(LC 8), 7=-233(LC 9) Max Grav 12=4096(LC 2), 7=3736(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2954/318, 1-2=-10367/910, 2-3=-10367/910, 3-5=-10091/898, 5-6=-10091/898, 6-7=-2881/317 BOT CHORD 11-12=-70/652, 9-11=-1242/14398, 8-9=-1242/14398, 7-8=-51/581 WEBS 1-11=-860/10081, 2-11=-358/180, 3-11=-4183/376, 3-9=-25/1842, 3-8=-4469/388, 5-8=-366/180, 6-8=-851/9869 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 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, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 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) except (jt=lb) 12=250, 7=233. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T13 Truss Type Flat Girder Qty 1 Ply 2 2GO Job Reference (optional) I52524234 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:41 2022 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-Rb?wVOmskvn?ZeTbbRic_qrgFbYUs81iG?ipggz6SdG NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 66 lb up at 1-7-12, 88 lb down and 66 lb up at 3-7-12, 88 lb down and 66 lb up at 5-7-12, 88 lb down and 66 lb up at 7-7-12, 88 lb down and 66 lb up at 9-7-12, 88 lb down and 66 lb up at 11-7-12, and 88 lb down and 66 lb up at 13-7-12, and 88 lb down and 66 lb up at 15-7-12 on top chord, and 643 lb down and 45 lb up at 0-11-12, 53 lb down at 1-7-12, 647 lb down and 46 lb up at 2-7-12 , 53 lb down at 3-7-12, 647 lb down and 46 lb up at 4-7-12, 53 lb down at 5-7-12, 647 lb down and 46 lb up at 6-7-12, 53 lb down at 7-7-12, 647 lb down and 46 lb up at 8-7-12, 53 lb down at 9-7-12, 647 lb down and 46 lb up at 10-7-12, 53 lb down at 11-7-12, 647 lb down and 46 lb up at 12-7-12, 53 lb down at 13-7-12, 561 lb down and 39 lb up at 14-7-12, and 53 lb down at 15-7-12, and 562 lb down and 39 lb up at 16-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-61, 7-12=-20 Concentrated Loads (lb) Vert: 4=-87(F) 10=-53(F) 11=-571(B) 9=-571(B) 13=-87(F) 14=-87(F) 15=-87(F) 16=-87(F) 17=-87(F) 18=-87(F) 19=-87(F) 20=-607(B) 21=-53(F) 22=-571(B) 23=-53(F) 24=-571(B) 25=-53(F) 26=-53(F) 27=-571(B) 28=-53(F) 29=-571(B) 30=-53(F) 31=-437(B) 32=-53(F) 33=-438(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 2200858-2200858A Truss T1 Truss Type Common Qty 1 Ply 1 2GO Job Reference (optional) I52524235 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:34 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-9F4H1?gTNlv?EZRFhT4zCL3YinEmj57gfPVxwZz6SdN Scale = 1:54.6 1 2 3 4 7 6 5 8 9 1.5x4 4x4 1.5x4 3x6 4x4 4x4 4x8 8-5-88-5-8 14-7-06-1-8 4-4-8 4-4-8 8-5-8 4-1-0 14-7-0 6-1-8 1-10-108-11-33-9-1510.00 12 Plate Offsets (X,Y)-- [4:0-1-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.37 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.00 (loc) 6-7 6-7 5 l/defl >999 >779 n/a L/d 360 240 n/a PLATES MT20 Weight: 76 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=191(LC 11) Max Uplift 5=-30(LC 12), 7=-14(LC 12) Max Grav 5=572(LC 2), 7=572(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-413/131, 3-4=-446/109, 4-5=-527/81 BOT CHORD 6-7=-93/378 WEBS 2-7=-429/31, 4-6=-18/290 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-8, Exterior(2R) 5-5-8 to 11-5-4, Exterior(2E) 11-5-4 to 14-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 5, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T14 Truss Type Roof Special Qty 4 Ply 1 2GO Job Reference (optional) I52524236 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:42 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-woZIjknUVCvsBo2o99DrW1Ox??xfbk5rUfRMC6z6SdF Scale = 1:56.6 1 2 3 4 5 9 8 7 6 10 11 12 1.5x4 3x6 4x6 3x6 1.5x4 6x8 6x8 1.5x4 1.5x4 3-8-73-8-7 11-6-157-10-8 14-7-03-0-1 3-8-7 3-8-7 8-5-8 4-9-1 11-6-15 3-1-7 14-7-0 3-0-1 1-10-108-11-33-2-150-7-02-3-210.00 12 10.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-0], [8:0-5-4,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.20 0.50 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.36 0.10 (loc) 7-8 7-8 6 l/defl >850 >474 n/a L/d 360 240 n/a PLATES MT20 Weight: 74 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=186(LC 9) Max Uplift 9=-14(LC 12), 6=-31(LC 12) Max Grav 9=635(LC 24), 6=652(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-693/85, 1-2=-1550/127, 2-3=-1636/295, 3-4=-712/143, 4-5=-734/43, 5-6=-650/34 BOT CHORD 7-8=-61/436 WEBS 1-8=-57/1158, 2-8=-293/206, 3-8=-264/1294, 3-7=-91/364, 5-7=0/561 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-8, Exterior(2R) 5-5-8 to 11-5-3, Exterior(2E) 11-5-3 to 14-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T15 Truss Type Roof Special Qty 2 Ply 1 2GO Job Reference (optional) I52524237 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:43 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-O_7hw4n6GW1jpyd_jsk43Fx5hPJhKAc_jJBwkYz6SdE Scale = 1:56.6 1 2 3 4 5 8 7 6 13 14 15 1.5x4 3x6 4x4 4x8 4x4 6x6 3x6 3x4 3-8-73-8-7 8-5-84-9-1 14-7-06-1-8 3-8-7 3-8-7 8-5-8 4-9-1 14-7-0 6-1-8 1-10-108-11-30-11-132-10-210.00 12 10.00 12 Plate Offsets (X,Y)-- [5:Edge,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.32 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.05 (loc) 6-11 6-11 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Right 2x6 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=150(LC 9) Max Uplift 8=-8(LC 12), 5=-36(LC 12) Max Grav 8=632(LC 24), 5=660(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-667/119, 1-2=-1494/216, 2-3=-645/124, 3-5=-692/112 BOT CHORD 6-7=-232/1140, 5-6=-16/481 WEBS 1-7=-133/1110, 2-7=-83/573, 2-6=-713/233, 3-6=-29/510 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-8, Exterior(2R) 5-5-8 to 11-7-0, Exterior(2E) 11-7-0 to 14-7-0 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); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T16 Truss Type Roof Special Qty 1 Ply 1 2GO Job Reference (optional) I52524238 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:44 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-sAh38Pol1qAaQ6CAGaFJcSTGRpfw3dr8yzwTH_z6SdD Scale = 1:56.6 1 2 3 4 5 8 7 6 13 14 15 1.5x4 3x6 4x4 4x8 4x4 6x6 3x6 3x4 3-8-73-8-7 8-5-84-9-1 14-6-146-1-6 14-7-00-0-2 3-8-7 3-8-7 8-5-8 4-9-1 14-7-0 6-1-8 1-10-108-11-30-11-153-5-80-11-132-10-210.00 12 10.00 12 Plate Offsets (X,Y)-- [5:Edge,0-0-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.32 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.05 (loc) 6-11 6-11 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Right 2x6 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=150(LC 9) Max Uplift 8=-8(LC 12), 5=-36(LC 12) Max Grav 8=632(LC 24), 5=660(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-667/119, 1-2=-1494/216, 2-3=-645/124, 3-5=-692/112 BOT CHORD 6-7=-232/1140, 5-6=-16/481 WEBS 1-7=-133/1110, 2-7=-83/573, 2-6=-713/233, 3-6=-29/510 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-8, Exterior(2R) 5-5-8 to 11-7-0, Exterior(2E) 11-7-0 to 14-7-0 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); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss EJ1E Truss Type Jack-Open Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524239 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:08 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-vFVSa6M9Vmdh6ZRF90ct8s_4xIOcdPergMCZ?4z6Sdn Scale = 1:11.3 1 2 3 4 1.5x4 1.5x4 3x4 -0-10-8 0-10-8 5-0-8 5-0-8 0-3-141-7-03.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.05 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 14 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=5-0-8, 2=5-0-8 Max Horz 2=41(LC 11) Max Uplift 4=-21(LC 14), 2=-47(LC 10) Max Grav 4=218(LC 21), 2=291(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 4 and 47 lb uplift at joint 2. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss EJ3A Truss Type Jack-Open Qty 8 Ply 1 2GO Job Reference (optional) I52524240 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:10 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-sedC?nOQ1NtPLtbeHReLDH3RB63O5I888ghg4zz6Sdl Scale = 1:11.5 1 2 3 43x4 5-0-85-0-8 -0-10-8 0-10-8 5-0-8 5-0-8 0-3-141-7-01-3-01-7-03.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.00 (loc) 4-7 4-7 2 l/defl >999 >834 n/a L/d 360 240 n/a PLATES MT20 Weight: 13 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 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=44(LC 10) Max Uplift 3=-37(LC 14), 2=-45(LC 10) Max Grav 3=148(LC 21), 2=295(LC 21), 4=89(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=25ft; 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); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 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 37 lb uplift at joint 3 and 45 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss M17 Truss Type Monopitch Supported Gable Qty 1 Ply 1 2GO Job Reference (optional) I52524241 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:27 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-sv9eZbb41c0_uUOvnVSKQtGLYytsa_Le2qI3ATz6SdU Scale = 1:11.3 1 2 3 4 1.5x4 1.5x4 3x4 -0-10-8 0-10-8 5-0-8 5-0-8 0-3-141-7-03.00 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.05 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 14 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=5-0-8, 2=5-0-8 Max Horz 2=41(LC 11) Max Uplift 4=-21(LC 14), 2=-47(LC 10) Max Grav 4=218(LC 21), 2=291(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; 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); Pg=20.0 psf; Pf=15.4 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; Min. flat roof snow load governs. 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 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T7 Truss Type Common Qty 4 Ply 1 2GO Job Reference (optional) I52524242 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:56 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-VUPbfWxGCWgtty6Uz5T75_zHyeket5Cvjqq6iIz6Sd1 Scale = 1:40.4 1 2 3 4 5 13 14 15 16 4x4 4x8 4x4 1.5x4 4x4 6-9-86-9-8 12-10-146-1-6 6-9-8 6-9-8 12-10-14 6-1-6 0-5-36-1-10-11-1510.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-9] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.39 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.17 0.02 (loc) 5-8 5-8 4 l/defl >999 >933 n/a L/d 360 240 n/a PLATES MT20 Weight: 44 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Right 2x6 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 4=0-3-8 Max Horz 1=103(LC 9) Max Uplift 1=-19(LC 12), 4=-16(LC 13) Max Grav 1=594(LC 23), 4=593(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-639/103, 2-4=-622/137 BOT CHORD 1-5=0/432, 4-5=0/432 WEBS 2-5=0/374 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=25ft; 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 3-9-8, Exterior(2R) 3-9-8 to 9-10-14, Exterior(2E) 9-10-14 to 12-10-14 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); Pg=20.0 psf; Pf=15.4 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T3A Truss Type Common Qty 2 Ply 1 2GO Job Reference (optional) I52524243 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:52 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-djA4p8um8HAROKpjkFOBw8ob91L3xFNJoCsuZXz6Sd5 Scale = 1:53.0 1 2 3 4 7 6 5 11 12 13 14 4x4 3x6 1.5x4 4x4 1.5x4 6x6 4x8 9-9-109-9-10 16-10-07-0-6 5-0-9 5-0-9 9-9-10 4-9-1 16-10-0 7-0-6 0-5-38-7-32-8-1410.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.50 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.36 0.01 (loc) 7-10 7-10 5 l/defl >999 >561 n/a L/d 360 240 n/a PLATES MT20 Weight: 71 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 5=0-3-8 Max Horz 1=175(LC 11) Max Uplift 1=-26(LC 12), 5=-27(LC 12) Max Grav 1=667(LC 2), 5=667(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-770/97, 2-3=-567/104, 3-4=-602/85, 4-5=-617/69 BOT CHORD 1-7=-86/587 WEBS 2-7=-286/155, 3-7=-3/373, 4-7=-6/341 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=25ft; 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 6-9-10, Exterior(2R) 6-9-10 to 12-9-10, Interior(1) 12-9-10 to 13-8-4, Exterior(2E) 13-8-4 to 16-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 1, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2200858-2200858A Truss T3 Truss Type Common Qty 4 Ply 1 2GO Job Reference (optional) I52524244 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 14 05:55:51 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:?p6LZ0I_nnr4wLLClbD4PBzJrxe-9Wcicpu8Nz2bmAEWBYtyOxGQPd0qCo7AZZ7L14z6Sd6 Scale = 1:53.0 1 2 3 4 7 6 5 11 12 13 14 4x4 3x6 1.5x4 4x4 1.5x4 6x6 4x8 9-9-109-9-10 16-10-07-0-6 5-0-9 5-0-9 9-9-10 4-9-1 16-10-0 7-0-6 0-5-38-7-32-8-1410.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.50 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.36 0.01 (loc) 7-10 7-10 5 l/defl >999 >561 n/a L/d 360 240 n/a PLATES MT20 Weight: 71 lb FT = 10% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 5=0-3-8 Max Horz 1=175(LC 11) Max Uplift 1=-26(LC 12), 5=-27(LC 12) Max Grav 1=667(LC 2), 5=667(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-770/97, 2-3=-567/104, 3-4=-602/85, 4-5=-617/69 BOT CHORD 1-7=-86/587 WEBS 2-7=-286/155, 3-7=-3/373, 4-7=-6/341 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=25ft; 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 6-9-10, Exterior(2R) 6-9-10 to 12-9-10, Interior(1) 12-9-10 to 13-8-4, Exterior(2E) 13-8-4 to 16-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) 1, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 14,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths