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HomeMy WebLinkAboutLayton SEALS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. May 1,2020 Liu, Xuegang Pages or sheets covered by this seal: I41157370 thru I41157458 My license renewal date for the state of Indiana is July 31, 2020. Elevation_T Layton/Drees 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01 Truss Type Common Supported Gable Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157370 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-vZHJAbwt1bUWE_yEDr9DebJjtlHXjlWghAv_cQzLU59 Scale = 1:39.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x4 3x4 3x4 3x4 21-3-021-3-0 -1-0-0 1-0-0 10-7-8 10-7-8 21-3-0 10-7-8 22-3-0 1-0-0 0-5-125-9-80-5-126.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-3-0. (lb) - Max Horz 2=106(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 22, 23, 15, 14, 12 except 20=284(LC 3), 21=259(LC 19), 17=284(LC 4), 16=259(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01A Truss Type Common Qty 18 Ply 1 Layton/Drees Job Reference (optional) I41157371 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-rxO4bGy7ZClDTH6dKFBhj0Oz8ZkbBZtz9UO5gIzLU57 Scale = 1:39.8 1 2 3 4 5 6 7 9 8 4x6 5x9 4x8 4x6 1.5x4 1.5x4 4x6 10-7-810-7-8 21-3-010-7-8 -1-0-0 1-0-0 5-5-7 5-5-7 10-7-8 5-2-1 15-9-9 5-2-1 21-3-0 5-5-7 22-3-0 1-0-0 0-5-125-9-80-5-126.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [6:Edge,0-0-15], [8:0-3-8,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.90 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.04 (loc) 9-12 9-12 6 l/defl >999 >626 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=106(LC 12) Max Uplift 2=-159(LC 12), 6=-159(LC 13) Max Grav 2=1061(LC 19), 6=1061(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1688/257, 3-4=-1194/167, 4-5=-1194/167, 5-6=-1688/257 BOT CHORD 2-9=-246/1454, 6-9=-140/1454 WEBS 4-9=-18/632, 5-9=-579/241, 3-9=-579/240 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) except (jt=lb) 2=159, 6=159. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01B Truss Type Common Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157372 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-J8ySoczlKWt45RhpuziwGExCtyFIw2f7N88eCkzLU56 Scale = 1:38.4 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 24 25 26 27 3x4 4x6 4x8 4x4 3x4 2x4 3x4 2x4 3x4 5-7-75-7-7 10-7-85-0-1 15-7-95-0-1 21-3-05-7-7 -1-0-0 1-0-0 5-7-7 5-7-7 10-7-8 5-0-1 15-7-9 5-0-1 21-3-0 5-7-7 22-3-0 1-0-0 0-5-125-9-80-5-126.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.23 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 0.02 (loc) 10-11 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=106(LC 30) Max Uplift 2=-627(LC 10), 6=-627(LC 11) Max Grav 2=1673(LC 17), 6=1673(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2866/1159, 3-4=-1918/904, 4-5=-1918/904, 5-6=-2866/1160 BOT CHORD 2-11=-1049/2505, 10-11=-1049/2505, 8-10=-944/2505, 6-8=-944/2505 WEBS 4-10=-547/1257, 5-10=-1049/416, 5-8=-165/471, 3-10=-1049/415, 3-11=-164/471 NOTES- 1) Special connection required to distribute top chord loads equally between all plies. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) Special connection required to distribute web loads equally between all plies. 4) 2-ply truss to be connected together with 8d (0.131"x2.5") 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. 5) 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. 6) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 7) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 8) Unbalanced snow loads have been considered for this design. 9) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 1-0-0 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) except (jt=lb) 2=627, 6=627. 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. Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01B Truss Type Common Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157372 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:35 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-J8ySoczlKWt45RhpuziwGExCtyFIw2f7N88eCkzLU56 NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 177 lb up at 10-7-8 on top chord, and 168 lb down and 71 lb up at 2-7-8, 134 lb down and 85 lb up at 4-7-8, 134 lb down and 111 lb up at 6-7-8, 153 lb down and 144 lb up at 8-7-8, 47 lb down and 45 lb up at 10-7-8, 153 lb down and 144 lb up at 12-7-8, 134 lb down and 111 lb up at 14-7-8, and 134 lb down and 85 lb up at 16-7-8, and 168 lb down and 71 lb up at 18-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 12-15=-20 Concentrated Loads (lb) Vert: 10=-25(F) 4=-44(F) 20=-168(F) 21=-134(F) 22=-134(F) 23=-134(F) 24=-134(F) 25=-134(F) 26=-134(F) 27=-168(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01C Truss Type Jack-Open Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157373 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-nKWq0yzN5q?xjbG0SgD9pRTJJMaBfZ7GcotClBzLU55 Scale = 1:32.3 1 2 5 3 4 5x6 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-125-9-125-2-105-9-1214.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.47 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.07 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=222(LC 10) Max Uplift 3=-164(LC 10), 4=-25(LC 10) Max Grav 5=263(LC 1), 3=150(LC 18), 4=73(LC 3) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=164. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01D Truss Type Half Hip Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157374 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-FW4CDI_?s77oKlrC?OkOLe0YRmzfO0XPrSdlHdzLU54 Scale = 1:26.9 1 2 3 4 7 6 5 4x4 2x4 1.5x4 1.5x4 3x4 4x4 3-1-33-1-3 4-0-00-10-13 -1-0-0 1-0-0 3-1-3 3-1-3 4-0-0 0-10-13 1-1-124-9-214.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-8], [3:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=207(LC 7) Max Uplift 5=-124(LC 7), 7=-21(LC 6) Max Grav 5=188(LC 18), 7=269(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 7 except (jt=lb) 5=124. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01E Truss Type Half Hip Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157375 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-FW4CDI_?s77oKlrC?OkOLe0ZlmzaO0zPrSdlHdzLU54 Scale = 1:21.8 1 2 3 4 7 6 5 4x4 2x4 2x4 2x4 2x4 3x4 2-2-142-2-14 4-0-01-9-2 -1-0-0 1-0-0 2-2-14 2-2-14 4-0-0 1-9-2 1-1-123-9-214.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.17 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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)5=Mechanical, 7=0-3-8 Max Horz 7=165(LC 7) Max Uplift 5=-91(LC 7), 7=-28(LC 10) Max Grav 5=154(LC 1), 7=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01F Truss Type Half Hip Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157376 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-jjebQe?ddRFfyvQOZ5FdusYkVAJC7TJZ46MIp3zLU53 Scale = 1:16.7 1 2 3 4 7 6 5 4x4 2x4 2x4 2x4 2x4 3x4 1-4-101-4-10 4-0-02-7-6 -1-0-0 1-0-0 1-4-10 1-4-10 4-0-0 2-7-6 1-1-122-9-214.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.17 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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)5=Mechanical, 7=0-3-8 Max Horz 7=124(LC 9) Max Uplift 5=-65(LC 7), 7=-37(LC 10) Max Grav 5=154(LC 1), 7=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01G Truss Type Half Hip Girder Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157377 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-CvCze_0GOkNWa3?a7pnsQ35vuagMswSiIm6sLWzLU52 Scale = 1:11.6 1 2 3 4 7 6 5 8 9 10 4x4 2x4 2x4 3x4 3x4 2x4 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 0-6-5 0-6-5 4-0-0 3-5-11 1-1-121-9-214.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=80(LC 5) Max Uplift 5=-51(LC 5), 7=-59(LC 8) Max Grav 5=188(LC 1), 7=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-260/78 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 45 lb up at 0-6-5, and 40 lb down and 43 lb up at 2-7-1 on top chord, and 18 lb down and 2 lb up at 0-7-1, and 14 lb down and 7 lb up at 2-7-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 3=-30(F) 8=-30(F) 9=-17(F) 10=-12(F)May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss A01H Truss Type Jack-Open Qty 4 Ply 1 Layton/Drees Job Reference (optional) I41157378 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-g5mLrK0u92VNBCanhWI5zHe5oz?EbN6sXQrPuyzLU51 Scale = 1:11.7 1 2 3 4 3x6 2-6-122-6-12 -1-0-0 1-0-0 2-6-12 2-6-12 0-5-121-9-21-4-71-9-26.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-40(LC 12), 2=-36(LC 12) Max Grav 3=100(LC 19), 2=275(LC 19), 4=45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02 Truss Type Half Hip Supported Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157379 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-8IJj3g1WwMdEpM9zEEpKWUA9QNHyKol?m4byQOzLU50 Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x4 4x4 3x4 4x8 23-7-823-7-8 14-6-3 14-6-3 23-7-8 9-1-5 0-7-1210-3-148.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [1:0-1-12,0-3-8], [10:0-2-0,0-2-3], [15:Edge,0-3-8], [16:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.28 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 7-24,5-25,4-26,3-27,2-28: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19, 11-20, 9-21 REACTIONS.All bearings 23-7-8. (lb) - Max Horz 1=415(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 23, 24, 25, 26, 27 except 28=-138(LC 10), 1=-134(LC 8) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 23, 24, 26, 27, 28 except 21=253(LC 17), 25=252(LC 17), 1=271(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-418/270, 2-3=-341/219, 3-4=-302/194, 4-5=-264/183 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 19, 20, 21, 23, 24, 25, 26, 27 except (jt=lb) 28=138, 1=134. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02A Truss Type Half Hip Qty 20 Ply 1 Layton/Drees Job Reference (optional) I41157380 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-cUt5G028hfl5RWj9oxKZ2ijI8nVH39V9_kKWyqzLU5? Scale = 1:60.9 1 2 3 4 5 6 10 9 8 714151617 3x4 4x6 4x6 5x6 3x4 3x6 1.5x4 4x8 3x4 4x8 7-4-137-4-13 14-6-37-1-5 23-7-89-1-5 7-4-13 7-4-13 14-6-3 7-1-5 18-11-1 4-4-15 23-7-8 4-8-7 0-7-1210-3-1410-0-610-3-148.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [1:0-2-2,0-3-7], [4:0-3-12,0-2-0], [6:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.78 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.52 -0.02 (loc) 7-9 7-9 6 l/defl >841 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 5-7 REACTIONS. (size)6=Mechanical, 1=0-3-8 Max Horz 1=411(LC 9) Max Uplift 6=-222(LC 7), 1=-138(LC 10) Max Grav 6=1074(LC 2), 1=1061(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1445/199, 2-4=-882/179, 4-5=-611/217, 6-7=-187/957 BOT CHORD 1-10=-290/1268, 9-10=-290/1268, 7-9=-185/406 WEBS 2-10=0/271, 2-9=-734/296, 5-9=-133/687, 5-7=-924/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) except (jt=lb) 6=222, 1=138. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02B Truss Type Monopitch Supported Gable Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157381 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-4gRUUL3mSzty2gIMMerobvGdxB1FokrIDO43VHzLU5_ Scale = 1:12.9 1 2 3 1.5x4 1.5x4 2x4 3x6 2-0-0 2-0-0 0-7-121-11-128.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-1], [1:0-0-8,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=2-0-0, 1=2-0-0 Max Horz 1=65(LC 9) Max Uplift 3=-31(LC 10), 1=-3(LC 10) Max Grav 3=95(LC 17), 1=84(LC 18) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 1. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02C Truss Type Monopitch Supported Gable Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157382 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Ys?shh4ODH?pgqtYwMM177ogRbLcXAORS2pd0jzLU4z Scale = 1:42.3 1 2 3 4 5 6 11 10 9 8 7 3x4 3x4 2x4 3x6 10-0-0 10-0-0 0-7-127-3-128.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-1], [1:0-0-8,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.15 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 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 1=285(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 10, 1 except 11=-121(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 9, 10, 11, 1 except 8=263(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/182 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 7, 8, 9, 10, 1 except (jt=lb) 11=121. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02D Truss Type Monopitch Qty 10 Ply 1 Layton/Drees Job Reference (optional) I41157383 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Ys?shh4ODH?pgqtYwMM177oeybDcX7CRS2pd0jzLU4z Scale = 1:41.1 1 2 3 4 4x4 4x6 1.5x4 5x6 5-0-0 5-0-0 10-0-0 5-0-0 0-7-127-3-126-10-97-3-128.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-3-7] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.66 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.52 0.03 (loc) 4-7 4-7 1 l/defl >462 >228 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 1=0-3-8 Max Horz 1=281(LC 9) Max Uplift 3=-143(LC 10), 1=-39(LC 10) Max Grav 3=484(LC 17), 1=443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/100, 3-4=-78/333 BOT CHORD 1-4=-141/377 WEBS 2-4=-414/221 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 1-0-0 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) 1 except (jt=lb) 3=143. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02E Truss Type Common Supported Gable Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157384 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-03ZEu140za7gI_SkT3tGgKLxh_igGYAbhiZAY9zLU4y Scale = 1:49.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 3x4 4x4 3x4 2x4 11-3-011-3-0 -1-0-0 1-0-0 5-7-8 5-7-8 11-3-0 5-7-8 12-3-0 1-0-0 1-1-127-8-81-1-1214.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.10 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 8 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-3-0. (lb) - Max Horz 16=257(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 16=-153(LC 6), 10=-134(LC 7), 14=-139(LC 10), 15=-224(LC 10), 12=-139(LC 11), 11=-220(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 15, 11 except 13=344(LC 21), 14=251(LC 18), 12=252(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-249/289, 5-6=-249/289 WEBS 5-13=-366/242 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 16, 134 lb uplift at joint 10, 139 lb uplift at joint 14, 224 lb uplift at joint 15, 139 lb uplift at joint 12 and 220 lb uplift at joint 11. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02F Truss Type Common Structural Gable Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157385 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-zRh_Jj6HVCNNXHc7bUwkllQB6oBFkMHu802Hd2zLU4w Scale = 1:85.5 1 2 3 4 5 6 7 8 9 17 16 15 14 12 11 10 36 13 37 38 3x4 4x4 3x4 3x12 MT18HS 3x6 4x4 4x8 4x4 6x8 5x6 3x6 5-4-45-4-4 9-7-04-2-12 10-5-00-10-0 20-10-010-5-0 -1-0-0 1-0-0 5-4-4 5-4-4 10-5-0 5-0-12 15-5-12 5-0-12 20-10-0 5-4-4 21-10-0 1-0-0 1-1-1213-3-91-1-1214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [11:0-5-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.86 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.59 0.01 (loc) 10-12 10-12 10 l/defl >393 >221 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,2-17,2-16,8-10: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 18-19,26-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 6-12, 6-10 REACTIONS.All bearings 9-10-8 except (jt=length) 10=0-3-8, 13=0-3-8. (lb) - Max Horz 17=-415(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 16, 10, 15 except 14=-113(LC 18), 13=-332(LC 17) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 13 except 17=427(LC 19), 16=954(LC 18), 10=854(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-352/120, 4-5=-617/194, 5-6=-585/175, 6-8=-588/276, 2-17=-378/64, 8-10=-606/286 BOT CHORD 16-17=-406/488, 15-16=-231/313, 14-15=-231/313, 13-14=-231/313, 12-13=-231/313, 10-12=0/470 WEBS 4-16=-812/71, 4-12=0/421, 5-12=-125/457, 6-12=-375/359, 2-16=-249/311, 6-10=-379/98 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 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 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 16, 10, 15 except (jt=lb) 14=113, 13=332. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02G Truss Type Common Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157386 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-ReENX37vGVWE9RBJ9CRzIzzMYChCTx_1Ngnq9UzLU4v Scale = 1:86.1 1 2 3 4 5 6 7 8 14 13 12 11 10 91516 3x4 4x4 3x4 2x4 3x4 4x8 3x6 4x4 3x6 4x4 6x8 2x4 6x8 5-4-45-4-4 10-5-05-0-12 15-5-125-0-12 20-10-05-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 10-5-0 5-0-12 15-5-12 5-0-12 20-10-0 5-4-4 1-1-1213-3-91-1-1214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [8:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.24 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 10-12 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12,6-12,4-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. WEBS 1 Row at midpt 5-12, 6-12, 4-12 REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Horz 14=401(LC 7) Max Uplift 14=-128(LC 11), 9=-121(LC 10) Max Grav 14=1007(LC 1), 9=922(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-972/192, 4-5=-734/321, 5-6=-735/323, 6-8=-971/187, 2-14=-957/176, 8-9=-872/155 BOT CHORD 13-14=-420/472, 12-13=-169/725, 10-12=-20/596 WEBS 5-12=-349/783, 6-12=-423/319, 4-12=-419/315, 2-13=-17/515, 8-10=-18/526 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=128, 9=121. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02H Truss Type Common Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157387 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:48:07 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-DrcDlfz18qUemjk9zmm?TqU78uNPAVhOwgkPI9zKx5s Scale = 1:67.2 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819202122232425 3x4 3x4 8x8 8x8 8x8 5x6 5x6 5-4-45-4-4 10-5-05-0-12 15-5-125-0-12 20-10-05-4-4 5-4-4 5-4-4 10-5-0 5-0-12 15-5-12 5-0-12 20-10-0 5-4-4 1-1-1213-3-91-1-1214.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [7:0-2-8,0-1-8], [9:0-2-8,0-2-0], [10:0-3-8,0-4-12], [11:0-4-0,0-4-8], [12:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.50 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 271 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 4-11,1-13,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=5684/0-3-8 (min. 0-1-8), 8=5118/0-3-8 (min. 0-1-8) Max Horz 13=374(LC 7) Max Uplift 13=-741(LC 9), 8=-669(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5138/706, 2-3=-4889/732, 3-4=-3653/693, 4-5=-3653/693, 5-6=-4866/729, 6-7=-5115/703, 1-13=-4399/607, 7-8=-4389/607 BOT CHORD 13-14=-457/705, 14-15=-457/705, 15-16=-457/705, 12-16=-457/705, 12-17=-522/3257, 17-18=-522/3257, 18-19=-522/3257, 11-19=-522/3257, 11-20=-374/3242, 20-21=-374/3242, 21-22=-374/3242, 22-23=-374/3242, 10-23=-374/3242, 9-10=-167/644, 9-24=-167/644, 24-25=-167/644, 8-25=-167/644 WEBS 4-11=-879/4995, 5-11=-1621/492, 5-10=-239/2052, 3-11=-1647/495, 3-12=-243/2090, 1-12=-291/2587, 7-10=-308/2633 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 0-6-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 13, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 741 lb uplift at joint 13 and 669 lb uplift at joint 8. 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. Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02H Truss Type Common Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157387 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:48:07 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-DrcDlfz18qUemjk9zmm?TqU78uNPAVhOwgkPI9zKx5s NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 899 lb down and 121 lb up at 0-9-4, 895 lb down and 125 lb up at 2-9-4, 895 lb down and 125 lb up at 4-9-4, 895 lb down and 125 lb up at 6-9-4, 895 lb down and 125 lb up at 8-9-4, 895 lb down and 125 lb up at 10-9-4, 895 lb down and 125 lb up at 12-9-4, 895 lb down and 125 lb up at 14-9-4, and 895 lb down and 125 lb up at 16-9-4, and 895 lb down and 125 lb up at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 8-13=-20 Concentrated Loads (lb) Vert: 14=-899(B) 15=-895(B) 16=-895(B) 17=-895(B) 19=-895(B) 20=-895(B) 21=-895(B) 23=-895(B) 24=-895(B) 25=-895(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02J Truss Type Half Hip Supported Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157388 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-rDwV959nZQup0vvuqK_gwbbpPPh9gKET3e0UmpzLU4s Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 3x4 3x4 5x6 5x6 3x4 3x4 20-7-820-7-8 13-4-2 13-4-2 20-7-8 7-3-6 2-6-1411-5-108.00 12 Plate Offsets (X,Y)-- [9:0-2-0,0-2-3], [13:Edge,0-3-8], [14:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.35 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 13-14: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-22,4-23,2-24: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-3 oc bracing: 24-25. WEBS 1 Row at midpt 13-14, 12-15, 11-16, 10-18, 8-19, 7-20 REACTIONS.All bearings 20-7-8. (lb) - Max Horz 25=459(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 18, 19, 20, 21, 22, 23 except 25=-278(LC 8), 24=-345(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 18, 20, 21, 22, 23 except 25=512(LC 7), 19=254(LC 17), 24=430(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-495/295, 1-2=-357/231, 2-4=-310/203, 4-5=-282/213, 5-6=-264/223, 7-8=-233/251 BOT CHORD 24-25=-442/311 WEBS 1-24=-314/458 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 18, 19, 20, 21, 22, 23 except (jt=lb) 25=278, 24=345. 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02K Truss Type Piggyback Base Qty 10 Ply 1 Layton/Drees Job Reference (optional) I41157389 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-JPUtMQAPKk0gd2U4O1VvSp8_pp?bPg5dIIm2IFzLU4r Scale = 1:70.4 1 2 3 4 5 10 9 8 7 61112 3x4 3x6 4x6 2x4 3x6 3x6 3x4 3x4 8x12 MT18HS 4x4 6-9-136-9-13 13-4-26-6-5 20-7-87-3-6 6-9-13 6-9-13 13-4-2 6-6-5 20-7-8 7-3-6 2-6-1411-5-108.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [4:0-9-12,0-2-0], [5:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.46 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 -0.01 (loc) 6-8 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 122 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x4 SP DSS, 3-9,1-10,1-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. WEBS 1 Row at midpt 5-6, 3-8, 4-6 REACTIONS. (size)6=Mechanical, 10=Mechanical Max Horz 10=459(LC 9) Max Uplift 6=-236(LC 7), 10=-105(LC 10) Max Grav 6=927(LC 2), 10=915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-905/123, 3-4=-651/171, 1-10=-853/138 BOT CHORD 9-10=-437/322, 8-9=-287/821, 6-8=-204/493 WEBS 3-8=-478/247, 4-8=-108/612, 4-6=-820/193, 1-9=0/681 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 12% 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 1-0-0 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) 6=236, 10=105. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02L Truss Type Piggyback Qty 8 Ply 1 Layton/Drees Job Reference (optional) I41157390 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-nb2FamB2528XFC3Hxl18?0gGWDQi8EKmWyVbqizLU4q Scale = 1:27.0 1 2 3 4 6 5 1.5x4 1.5x4 2x4 1.5x4 1.5x4 7-3-67-3-6 7-3-6 7-3-6 0-4-74-10-40-1-84-8-120-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=6-6-7, 2=6-6-7, 6=6-6-7 Max Horz 2=183(LC 7) Max Uplift 5=-40(LC 7), 2=-13(LC 6), 6=-150(LC 10) Max Grav 5=141(LC 18), 2=146(LC 19), 6=375(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-295/198 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 2 except (jt=lb) 6=150. 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02M Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157391 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Gocen6BgsLGOtMeTVSYNXEDS9dmwtiqwlbF8M8zLU4p Scale = 1:15.1 1 2 3 4 6 5 1.5x4 1.5x4 2x4 1.5x4 4x4 7-3-67-3-6 3-6-0 3-6-0 7-3-6 3-9-6 0-4-72-4-00-1-82-2-80-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=6-6-7, 2=6-6-7, 6=6-6-7 Max Horz 2=84(LC 7) Max Uplift 5=-39(LC 7), 2=-32(LC 10), 6=-46(LC 7) Max Grav 5=155(LC 1), 2=164(LC 1), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02N Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157392 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-k_A0?SCIdfOFUWDf3A3c4Rmc_06Ac8q3_F_ivazLU4o Scale = 1:26.5 1 2 3 4 6 5 1.5x4 1.5x4 2x4 1.5x4 1.5x4 7-3-67-3-6 7-0-0 7-0-0 7-3-6 0-3-6 0-4-74-8-00-1-84-6-80-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=6-6-7, 2=6-6-7, 6=6-6-7 Max Horz 2=183(LC 7) Max Uplift 5=-40(LC 7), 2=-13(LC 6), 6=-150(LC 10) Max Grav 5=141(LC 18), 2=146(LC 19), 6=375(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-295/198 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 2 except (jt=lb) 6=150. 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02Q Truss Type Valley Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157393 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-CAjOCoDwOzW66gosdtardfIo?QRLLaDCCvkFR1zLU4n Scale = 1:60.0 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-2-1516-2-15 8-1-7 8-1-7 16-2-15 8-1-7 9-5-1114.00 12 Plate Offsets (X,Y)-- [7:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.16 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 16-2-15. (lb) - Max Horz 1=-258(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-359(LC 10), 6=-359(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=392(LC 20), 9=554(LC 17), 6=547(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/211 WEBS 2-9=-453/397, 4-6=-453/397 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=359, 6=359. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02R Truss Type Valley Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157394 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-gNHmQ8EY9GezkqN2Ab549sr_QqnZ41hMRZTpzTzLU4m Scale = 1:52.2 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-11-813-11-8 6-11-12 6-11-12 13-11-8 6-11-12 8-1-1114.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-8. (lb) - Max Horz 1=-220(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-311(LC 10), 6=-311(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=377(LC 20), 8=468(LC 17), 6=468(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-402/350, 4-6=-402/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=311, 6=311. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02S Truss Type Valley Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157395 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-8Zr8dUEAwampLzyEkIcKi4N8wE8GpViVgDDMVvzLU4l Scale = 1:44.0 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-8-111-8-1 5-10-1 5-10-1 11-8-1 5-10-1 6-9-1114.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-1. (lb) - Max Horz 1=-183(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-116(LC 8), 8=-293(LC 10), 6=-293(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=327(LC 17), 8=416(LC 17), 6=416(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/177 WEBS 2-8=-393/340, 4-6=-393/339 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=116, 8=293, 6=293. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02T Truss Type Valley Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157396 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-clPXrqFoguugz7XQI08ZEHwIfdSuYyJfvtyv2LzLU4k Scale = 1:36.8 1 2 3 43x4 4x4 3x4 1.5x4 9-4-109-4-10 4-8-5 4-8-5 9-4-10 4-8-5 5-5-1114.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.17 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-4-10, 3=9-4-10, 4=9-4-10 Max Horz 1=-145(LC 6) Max Uplift 1=-55(LC 11), 3=-42(LC 10), 4=-12(LC 10) Max Grav 1=237(LC 1), 3=237(LC 1), 4=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02U Truss Type Valley Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157397 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 15:59:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-clPXrqFoguugz7XQI08ZEHwJGdT4Yz9fvtyv2LzLU4k Scale = 1:28.4 1 2 3 42x4 4x4 2x4 1.5x4 7-1-37-1-3 3-6-10 3-6-10 7-1-3 3-6-10 4-1-1114.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-1-3, 3=7-1-3, 4=7-1-3 Max Horz 1=-107(LC 8) Max Uplift 1=-54(LC 11), 3=-44(LC 10) Max Grav 1=188(LC 1), 3=188(LC 1), 4=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss B02V Truss Type Valley Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157398 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-4xzv29GRRB0XbH5dsjfonVTW91q6HQmo7XiTaozLU4j Scale = 1:16.9 1 2 3 4 2x4 4x4 2x4 1.5x4 4-9-134-9-13 2-4-14 2-4-14 4-9-13 2-4-14 2-9-1114.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-13, 3=4-9-13, 4=4-9-13 Max Horz 1=-69(LC 6) Max Uplift 1=-35(LC 11), 3=-29(LC 10) Max Grav 1=121(LC 1), 3=121(LC 1), 4=134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03 Truss Type Common Supported Gable Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157399 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Y8XHFVH3CV8ODRgpPQA1Ki?gqRA90skyMBR06EzLU4i Scale = 1:37.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x8 4x4 4x8 12-1-812-1-8 -1-0-0 1-0-0 6-0-12 6-0-12 12-1-8 6-0-12 13-1-8 1-0-0 0-9-125-10-60-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [8:0-1-7,0-1-12], [8:Edge,0-3-8], [10:0-0-0,0-1-12], [16:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 8 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-1-8. (lb) - Max Horz 16=-183(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-131(LC 10), 11=-127(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 14, 15, 12, 11 except 13=270(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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except (jt=lb) 15=131, 11=127. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03A Truss Type GABLE Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157400 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-1K5fTrIhzpGFqbF?z8hGswYn8rSFlA55brBaegzLU4h Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12444546 47 3x6 4x6 3x6 4x8 4x4 3x6 4x8 3x6 3x6 4x8 4x4 6-3-146-3-14 12-8-126-4-14 18-4-105-7-14 24-8-86-3-14 -1-0-0 1-0-0 6-3-14 6-3-14 12-4-4 6-0-6 18-4-10 6-0-6 24-8-8 6-3-14 25-8-8 1-0-0 0-9-1211-1-50-9-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [10:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.32 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.02 (loc) 15-38 12-42 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-15: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 26-28: 2x4 SPF No.2 SLIDER Left 2x6 SPF 1650F 1.5E -H 1-6-0, Right 2x6 SPF 1650F 1.5E -H 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. WEBS 1 Row at midpt 6-14, 4-14 REACTIONS. (size)2=0-3-8, 14=0-3-8, 10=0-3-8 Max Horz 2=-302(LC 8) Max Uplift 2=-142(LC 10), 14=-22(LC 10), 10=-171(LC 11) Max Grav 2=689(LC 1), 14=1097(LC 18), 10=658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-651/214, 4-6=-254/291, 6-8=-256/255, 8-10=-601/205 BOT CHORD 2-15=-172/586, 14-15=-172/586, 12-14=-36/392, 10-12=-36/392 WEBS 6-14=-346/43, 8-14=-597/279, 8-12=0/273, 4-14=-614/278, 4-15=0/293 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=142, 10=171. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03B Truss Type Common Qty 9 Ply 1 Layton/Drees Job Reference (optional) I41157401 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-VWf1gBIJk6O6SlqCXrCVP75yuFoUUdKEpVw7B7zLU4g Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12242526 27 3x6 4x6 3x6 4x8 4x4 3x6 4x8 3x6 2x4 3x6 2x4 4x8 4x4 6-3-146-3-14 12-8-126-4-14 18-4-105-7-14 24-8-86-3-14 -1-0-0 1-0-0 6-3-14 6-3-14 12-4-4 6-0-6 18-4-10 6-0-6 24-8-8 6-3-14 25-8-8 1-0-0 0-9-1211-1-50-9-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [10:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.32 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.02 (loc) 15-18 12-22 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-15: 2x4 SPF Stud SLIDER Left 2x6 SPF 1650F 1.5E -H 1-6-0, Right 2x6 SPF 1650F 1.5E -H 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. WEBS 1 Row at midpt 6-14, 4-14 REACTIONS. (size)2=0-3-8, 14=0-3-8, 10=0-3-8 Max Horz 2=-302(LC 8) Max Uplift 2=-142(LC 10), 14=-22(LC 10), 10=-171(LC 11) Max Grav 2=689(LC 1), 14=1097(LC 18), 10=658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-651/214, 4-6=-254/291, 6-8=-256/255, 8-10=-601/205 BOT CHORD 2-15=-172/586, 14-15=-172/586, 12-14=-36/392, 10-12=-36/392 WEBS 6-14=-346/43, 8-14=-597/279, 8-12=0/273, 4-14=-614/278, 4-15=0/293 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=142, 10=171. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03C Truss Type Common Qty 6 Ply 1 Layton/Drees Job Reference (optional) I41157402 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-zjCQuXJxVQXz4uPO5ZjkxLd6ye38D6AO29ggjZzLU4f Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 11 14 13 1223242526 27 28 3x6 4x6 3x6 4x8 4x4 3x6 3x4 2x4 3x4 2x4 4x8 4x4 8-4-08-4-0 16-4-88-0-8 24-8-88-4-0 -1-0-0 1-0-0 6-3-14 6-3-14 12-4-4 6-0-6 18-4-10 6-0-6 24-8-8 6-3-14 25-8-8 1-0-0 0-9-1211-1-50-9-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [10:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.61 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.24 0.03 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x4 SPF Stud SLIDER Left 2x6 SPF 1650F 1.5E -H 1-6-0, Right 2x6 SPF 1650F 1.5E -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-302(LC 8) Max Uplift 2=-152(LC 10), 10=-152(LC 11) Max Grav 2=1214(LC 18), 10=1214(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1385/198, 4-6=-1304/340, 6-8=-1304/341, 8-10=-1385/198 BOT CHORD 2-14=-188/1172, 12-14=0/782, 10-12=-53/1022 WEBS 6-12=-242/726, 8-12=-400/330, 6-14=-242/726, 4-14=-400/330 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=152, 10=152. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03D Truss Type Common Qty 15 Ply 1 Layton/Drees Job Reference (optional) I41157403 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Rvmo5tKZGkfqh2_aeGEzUYAHh2PIyZLXHpPEF?zLU4e Scale = 1:68.5 12 3 4 5 6 7 8 9 12 11 1021222324 25 26 3x6 4x6 3x6 5x6 4x4 3x6 3x4 2x4 3x4 2x4 5x6 4x4 8-4-08-4-0 16-4-88-0-8 24-8-88-4-0 6-3-14 6-3-14 12-4-4 6-0-6 18-4-10 6-0-6 24-8-8 6-3-14 0-9-1211-1-50-9-1210.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [9:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.61 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.23 0.03 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-12: 2x4 SPF Stud SLIDER Left 2x6 SPF 1650F 1.5E -H 1-6-0, Right 2x6 SPF 1650F 1.5E -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-279(LC 6) Max Uplift 1=-128(LC 10), 9=-128(LC 11) Max Grav 1=1149(LC 17), 9=1149(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1390/199, 3-5=-1311/342, 5-7=-1311/342, 7-9=-1390/199 BOT CHORD 1-12=-205/1167, 10-12=-7/773, 9-10=-69/1016 WEBS 5-10=-244/732, 7-10=-403/331, 5-12=-244/732, 3-12=-403/331 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=128, 9=128. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03E Truss Type Common Girder Qty 3 Ply 2 Layton/Drees Job Reference (optional) I41157404 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:49:07 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-TNEvLAhf?G27zxKhUNr3vUzT84qNDYgDj?HbPhzKx4w Scale = 1:69.5 1 2 3 4 5 6 7 8 9 13 12 11 102021222324252627282930 31 32 33 4x6 5x9 4x6 8x8 6x12 MT20HS12x12 6x6 12x12 2x4 6x6 12x12 2x4 8x8 6-2-56-2-5 12-4-46-1-15 18-6-36-1-15 24-8-86-2-5 4-1-11 4-1-11 8-2-15 4-1-5 12-4-4 4-1-5 16-5-9 4-1-5 20-6-13 4-1-5 24-8-8 4-1-11 0-9-1211-1-50-9-1210.00 12 Plate Offsets (X,Y)-- [4:0-0-8,0-1-8], [6:0-0-8,0-1-8], [10:0-6-0,0-6-4], [12:0-6-0,0-6-4], [13:0-6-0,0-6-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.57 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.05 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 375 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 5-12: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=9517/0-3-8 (req. 0-4-13), 9=9294/0-3-8 (req. 0-4-11) Max Horz 1=-279(LC 4) Max Uplift 1=-855(LC 8), 9=-836(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11376/1042, 2-3=-11259/1076, 3-4=-11189/1102, 4-5=-7764/864, 5-6=-7764/864, 6-7=-11169/1102, 7-8=-11238/1076, 8-9=-11363/1042 BOT CHORD 1-20=-906/8695, 20-21=-906/8695, 21-22=-906/8695, 13-22=-906/8695, 13-23=-680/7317, 23-24=-680/7317, 24-25=-680/7317, 25-26=-680/7317, 12-26=-680/7317, 12-27=-596/7310, 27-28=-596/7310, 28-29=-596/7310, 11-29=-596/7310, 11-30=-596/7310, 10-30=-596/7310, 10-31=-745/8680, 31-32=-745/8680, 32-33=-745/8680, 9-33=-745/8680 WEBS 5-12=-973/9477, 6-12=-2701/457, 6-10=-456/4564, 4-12=-2710/458, 4-13=-457/4593 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 1, 9 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 1 and 836 lb uplift at joint 9. 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. Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03E Truss Type Common Girder Qty 3 Ply 2 Layton/Drees Job Reference (optional) I41157404 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:49:07 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-TNEvLAhf?G27zxKhUNr3vUzT84qNDYgDj?HbPhzKx4w NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1400 lb down and 127 lb up at 1-2-4, 1400 lb down and 127 lb up at 3-2-4, 1400 lb down and 127 lb up at 5-2-4, 1389 lb down and 127 lb up at 7-2-4, 1382 lb down and 127 lb up at 9-2-4, 1400 lb down and 127 lb up at 11-2-4, 1400 lb down and 127 lb up at 13-2-4, 1382 lb down and 127 lb up at 15-2-4, 1384 lb down and 127 lb up at 17-2-4, 1400 lb down and 127 lb up at 19-2-4, and 1400 lb down and 127 lb up at 21-2-4, and 1400 lb down and 127 lb up at 23-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 14-17=-20 Concentrated Loads (lb) Vert: 20=-1382(B) 21=-1382(B) 22=-1382(B) 23=-1382(B) 24=-1382(B) 26=-1382(B) 27=-1382(B) 29=-1382(B) 30=-1382(B) 31=-1382(B) 32=-1382(B) 33=-1382(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03F Truss Type Piggyback Base Qty 5 Ply 1 Layton/Drees Job Reference (optional) I41157405 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Jg0JxEN4Ky9GAgILt6JveOLvbfgYuG87CRNROmzLU4a Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 4x6 4x6 3x8 MT18HS 3x4 3x4 3x4 5x6 6x10 3x4 6x8 4x8 3x6 4x6 4x4 6x8 4x8 6-5-66-5-6 14-11-88-6-2 16-5-61-5-14 22-8-156-3-9 29-0-86-3-9 31-4-02-3-8 6-5-6 6-5-6 10-8-7 4-3-1 14-11-8 4-3-1 16-5-6 1-5-14 22-8-15 6-3-9 29-0-8 6-3-9 31-4-0 2-3-8 32-4-0 1-0-0 6-3-310-6-130-7-121-0-010-6-138.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-12,0-2-0], [5:0-3-12,0-2-0], [9:0-1-5,0-3-10], [11:0-3-0,0-3-4], [14:0-6-0,0-4-0], [15:Edge,0-1-8], [16:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.98 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.16 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 6-12,1-17,8-12: 2x4 SPF Stud, 8-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-4 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. 1 Row at midpt 4-14 WEBS 1 Row at midpt 3-16, 4-13, 1-17, 8-12 REACTIONS. (size)17=Mechanical, 9=0-3-8 Max Horz 17=-373(LC 8) Max Uplift 17=-107(LC 10), 9=-201(LC 11) Max Grav 17=1402(LC 1), 9=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-986/173, 2-3=-722/176, 3-4=-1191/237, 4-5=-1190/256, 5-6=-1565/233, 6-8=-2235/260, 8-9=-4100/458, 1-17=-1350/132 BOT CHORD 16-17=-235/322, 13-14=-55/1194, 12-13=-27/1804, 11-12=-323/3100, 9-11=-335/3482 WEBS 3-16=-769/196, 14-16=-142/898, 3-14=-54/462, 4-13=-120/256, 5-13=-51/516, 6-13=-838/276, 6-12=0/436, 1-16=-118/958, 8-11=-26/1104, 8-12=-1313/300 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) Bearing at joint(s) 9 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) except (jt=lb) 17=107, 9=201. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03G Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157406 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-G373MwOKsaPzPzRk?XLNjpQMuTZ7MMUQflsYTfzLU4Y Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 274950 3x6 3x6 4x6 4x6 5x6 5x6 5x6 5x6 3x6 8-5-08-5-0 45-3-036-10-0 20-4-6 20-4-6 30-4-6 10-0-0 45-3-0 14-10-10 46-3-0 1-0-0 0-4-813-11-70-7-123-4-1010-6-138.00 12 5.00 12 Plate Offsets (X,Y)-- [11:0-4-4,0-2-4], [16:0-4-4,0-2-4], [25:Edge,0-3-8], [38:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.01 (loc) 25-26 25 27 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 16-34,15-36,14-37,13-38,12-39,11-40,10-41,9-42,17-33,18-32: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 11-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-34, 15-36, 14-37, 13-38, 12-39, 11-40, 10-41, 17-33 REACTIONS.All bearings 45-3-0. (lb) - Max Horz 1=354(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 46, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 47, 33, 32, 31, 30, 29, 27 except 1=-126(LC 6), 48=-185(LC 10), 28=-137(LC 11) Max Grav All reactions 250 lb or less at joint(s) 46, 36, 37, 38, 39, 42, 43, 45, 47, 32, 31, 29, 28 except 1=259(LC 19), 34=273(LC 21), 40=292(LC 21), 41=259(LC 18), 44=253(LC 18), 48=432(LC 18), 33=256(LC 19), 30=250(LC 19), 27=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/331, 2-3=-263/242, 8-9=-138/264, 9-10=-166/305, 10-11=-204/341, 11-12=-175/296, 12-13=-175/296, 13-14=-176/296, 14-15=-176/296, 15-16=-176/296, 16-17=-205/328, 17-18=-167/260 WEBS 2-48=-327/222 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 47, 33, 32, 31, 30, 29, 27 except (jt=lb) 1=126, 48=185, 28=137.Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03G Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157406 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:11 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-G373MwOKsaPzPzRk?XLNjpQMuTZ7MMUQflsYTfzLU4Y NOTES- 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 46, 34, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 47, 48, 33, 32, 31, 30, 29, 28, 27. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03H Truss Type Piggyback Base Qty 10 Ply 1 Layton/Drees Job Reference (optional) I41157407 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-kFhRZGPydtXq170wZEscG1zQ3tkB5ibZuPc5?5zLU4X Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 1112 19 18 17 16 15 14 132627282930 31 3x6 5x6 5x6 3x6 4x6 5x6 3x8 MT18HS 2x4 3x6 3x6 4x6 5x9 3x6 4x8 3x6 2x4 5x9 3x6 8-5-08-5-0 13-9-45-4-4 20-4-66-7-2 30-4-610-0-0 37-7-157-3-9 45-3-07-7-1 4-6-9 4-6-9 8-5-0 3-10-7 14-4-11 5-11-11 20-4-6 5-11-11 25-4-6 5-0-0 30-4-6 5-0-0 37-7-15 7-3-9 45-3-0 7-7-1 46-3-0 1-0-0 0-4-813-11-70-7-123-4-1010-6-138.00 12 5.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [8:0-3-12,0-2-0], [11:0-2-2,0-3-7], [11:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.79 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.54 0.06 (loc) 15-17 15-17 11 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-19: 2x4 SP DSS WEBS 2x4 SPF No.2 *Except* 2-19,4-19,4-18,5-18,10-13: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except 2-0-0 oc purlins (5-10-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-17, 7-17, 10-15 REACTIONS. (size)1=0-3-8, 18=0-3-8, 11=0-3-8 Max Horz 1=351(LC 7) Max Uplift 1=-67(LC 11), 18=-448(LC 10), 11=-215(LC 11) Max Grav 1=376(LC 19), 18=2429(LC 18), 11=1387(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-727/162, 4-5=-286/948, 5-6=-701/232, 6-7=-492/209, 7-8=-950/292, 8-10=-1268/266, 10-11=-1857/284 BOT CHORD 1-19=-433/857, 17-18=-482/198, 15-17=-37/808, 13-15=-89/1434, 11-13=-89/1434 WEBS 2-19=-645/335, 4-19=-41/376, 4-18=-700/284, 5-18=-2069/394, 5-17=-47/1301, 7-17=-758/135, 7-15=-73/465, 8-15=-0/312, 10-15=-737/301, 10-13=0/274 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 18=448, 11=215. 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.May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03J Truss Type Piggyback Base Qty 5 Ply 1 Layton/Drees Job Reference (optional) I41157408 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-CSFpncQaNBfhfHb76yOrpEVZJH5IqAjj73LfXXzLU4W Scale = 1:69.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101920212223 2x4 4x6 8x8 3x4 3x4 4x8 3x4 3x4 3x4 3x4 1.5x4 3x6 5x9 3x4 8-3-98-3-9 15-3-97-0-0 23-3-138-0-3 31-7-88-3-11 4-3-9 4-3-9 8-3-9 4-0-1 15-3-9 7-0-0 20-7-11 5-4-2 25-11-14 5-4-2 31-7-8 5-7-10 32-7-8 1-0-0 6-0-011-6-60-7-1211-6-68.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [4:0-5-12,0-2-0], [8:0-2-2,0-3-7], [8:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.73 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.37 0.07 (loc) 14-15 14-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,1-15: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-12, 2-15 REACTIONS. (size)15=0-3-8, 8=0-3-8 Max Horz 15=-395(LC 8) Max Uplift 15=-125(LC 10), 8=-209(LC 11) Max Grav 15=1451(LC 2), 8=1488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1038/230, 3-4=-814/212, 4-5=-1332/278, 5-7=-1863/320, 7-8=-2065/286 BOT CHORD 14-15=-158/747, 12-14=-0/1042, 10-12=0/1341, 8-10=-117/1623 WEBS 2-14=-111/502, 3-14=-59/282, 4-14=-529/142, 4-12=-151/820, 5-12=-662/291, 5-10=-85/488, 7-10=-287/216, 2-15=-1334/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=125, 8=209. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03K Truss Type Piggyback Base Qty 6 Ply 1 Layton/Drees Job Reference (optional) I41157409 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-gepC_yRD8VnYGRAJgfv4LS2kygRmZf0sLj5C4_zLU4V Scale = 1:75.3 1 2 3 4 5 6 7 8 13 12 11 10 917181920 4x4 5x12 MT18HS 4x6 3x4 3x4 3x4 4x4 4x8 3x4 3x4 1.5x4 5x9 8-0-18-0-1 15-0-17-0-0 23-0-58-0-3 31-4-08-3-11 8-0-1 8-0-1 15-0-1 7-0-0 20-4-3 5-4-2 25-8-6 5-4-2 31-4-0 5-7-10 32-4-0 1-0-0 6-2-511-6-60-7-1211-6-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-10-4,0-2-4], [3:0-3-12,0-2-0], [7:0-2-2,0-3-7], [7:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.72 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.33 0.06 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,1-13: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 4-11, 1-13 REACTIONS. (size)13=Mechanical, 7=0-3-8 Max Horz 13=-397(LC 8) Max Uplift 13=-121(LC 10), 7=-208(LC 11) Max Grav 13=1417(LC 2), 7=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1044/206, 2-3=-987/283, 3-4=-1294/276, 4-6=-1840/318, 6-7=-2043/284, 1-13=-1329/163 BOT CHORD 12-13=-259/352, 11-12=-100/846, 9-11=0/1319, 7-9=-116/1605 WEBS 2-12=-393/160, 2-11=-138/520, 3-11=-32/371, 4-11=-664/292, 4-9=-85/489, 6-9=-289/216, 1-12=-105/928 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 13=121, 7=208. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03L Truss Type Hip Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157410 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-8qNaBISrvovPublVENQJufbvo4nlI4C?aNqmcQzLU4U Scale = 1:69.9 1 2 3 4 5 6 7 8 9 14 13 12 11 101819202122 2x4 4x6 6x8 3x4 3x6 4x8 3x4 3x4 3x4 3x4 1.5x4 3x6 5x9 8-3-98-3-9 15-3-97-0-0 23-3-138-0-3 31-7-88-3-11 4-3-9 4-3-9 8-3-9 4-0-1 15-3-9 7-0-0 20-7-11 5-4-2 25-11-14 5-4-2 31-7-8 5-7-10 32-7-8 1-0-0 6-0-011-6-60-7-1211-6-68.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [4:0-5-12,0-2-0], [8:0-2-2,0-3-7], [8:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.73 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.37 0.07 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,1-14: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-12, 2-14 REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=-395(LC 8) Max Uplift 14=-125(LC 10), 8=-209(LC 11) Max Grav 14=1451(LC 2), 8=1488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1038/230, 3-4=-814/212, 4-5=-1332/278, 5-7=-1863/320, 7-8=-2065/286 BOT CHORD 13-14=-158/747, 12-13=-0/1042, 10-12=0/1341, 8-10=-117/1623 WEBS 2-13=-111/502, 3-13=-59/282, 4-13=-529/142, 4-12=-151/820, 5-12=-662/291, 5-10=-85/488, 7-10=-287/216, 2-14=-1334/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=125, 8=209. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03M Truss Type Hip Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157411 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:16 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-c0xyPeSTg61GWkKio4xYQt761U8_1W89p1aJ8szLU4T Scale = 1:56.8 1 2 3 4 5 6 7 8 14 13 12 11 10 918192021 22 6x8 6x8 3x6 2x4 3x6 4x4 4x8 2x4 3x4 3x6 2x4 4x6 5x9 4-9-94-9-9 11-9-97-0-0 18-9-97-0-0 25-0-136-3-3 31-7-86-6-11 4-9-9 4-9-9 11-9-9 7-0-0 18-9-9 7-0-0 25-0-13 6-3-3 31-7-8 6-6-11 32-7-8 1-0-0 6-0-09-2-60-7-129-2-68.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-0], [4:0-4-0,0-1-9], [7:0-2-2,0-3-7], [7:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.67 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.06 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,1-14: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-12, 4-12, 1-14 REACTIONS. (size)14=0-3-8, 7=0-3-8 Max Horz 14=-332(LC 8) Max Uplift 14=-88(LC 6), 7=-188(LC 11) Max Grav 14=1428(LC 2), 7=1488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-880/139, 2-3=-1214/197, 3-4=-1214/197, 4-6=-1605/231, 6-7=-2060/241, 1-14=-1378/104 BOT CHORD 13-14=-201/281, 12-13=-154/743, 10-12=-39/1233, 9-10=-69/1611, 7-9=-69/1611 WEBS 2-13=-662/204, 2-12=-215/909, 3-12=-554/253, 4-10=-67/573, 6-10=-580/254, 1-13=-159/1031 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 7=188. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03N Truss Type Hip Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157412 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:17 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-4DVKczT5RQ977uvuLnSnz4gHluT9m_SI2hJsgJzLU4S Scale = 1:55.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10192021 3x6 5x9 3x4 4x6 3x4 3x6 4x6 5x9 1.5x4 4x8 1.5x4 4x8 1.5x4 4x8 1-3-91-3-9 8-4-27-0-9 15-3-06-10-13 22-3-97-0-9 31-7-89-3-15 1-3-9 1-3-9 8-4-2 7-0-9 15-3-0 6-10-13 22-3-9 7-0-9 26-9-13 4-6-3 31-7-8 4-9-11 32-7-8 1-0-0 6-0-06-10-60-7-126-10-68.00 12 Plate Offsets (X,Y)-- [2:0-7-4,0-2-4], [6:0-3-12,0-2-0], [8:0-2-2,0-3-7], [8:0-5-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.74 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.07 (loc) 10-18 10-18 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-13,5-13,5-10: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-13, 5-10, 1-15 REACTIONS. (size)15=0-3-8, 8=0-3-8 Max Horz 15=-269(LC 8) Max Uplift 15=-239(LC 6), 8=-157(LC 11) Max Grav 15=1415(LC 1), 8=1488(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-342/117, 2-3=-1366/252, 3-5=-1366/252, 5-6=-1451/240, 6-7=-1816/255, 7-8=-2064/248, 1-15=-1443/187 BOT CHORD 13-14=-122/371, 12-13=-262/1748, 10-12=-262/1748, 8-10=-132/1631 WEBS 2-14=-1186/369, 2-13=-316/1508, 3-13=-516/223, 5-13=-554/115, 5-12=0/329, 5-10=-468/225, 6-10=-5/591, 7-10=-288/204, 1-14=-255/1311 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=239, 8=157. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03P Truss Type Roof Special Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157413 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:50:29 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-39BvZDh5iTNUoYbSHbJIDnMRo8vQRnSIal8wHwzKx3e Scale = 1:53.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3x6 4x4 3x4 4x4 4x6 4x8 1.5x4 4x8 2x4 4x8 1.5x4 2x4 4x8 4x8 3x6 2x4 4x6 4x6 5-2-155-2-15 10-4-35-1-3 15-5-65-1-3 20-6-105-1-3 25-9-95-2-15 28-7-12-9-8 31-7-83-0-7 5-2-15 5-2-15 10-4-3 5-1-3 15-5-6 5-1-3 20-6-10 5-1-3 25-9-9 5-2-15 28-7-1 2-9-8 31-7-8 3-0-7 32-7-8 1-0-0 4-6-60-7-124-6-68.00 12 Plate Offsets (X,Y)-- [9:0-0-0,0-0-4], [19:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.19 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.14 -0.03 (loc) 15 15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=1577/0-3-8 (min. 0-1-8), 9=1730/0-3-8 (min. 0-1-8) Max Horz 19=-181(LC 25) Max Uplift 19=-1306(LC 4), 9=-1089(LC 9) Max Grav 19=1737(LC 35), 9=1763(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1665/1284, 1-23=-1816/1369, 23-24=-1816/1369, 2-24=-1816/1369, 2-25=-1816/1369, 25-26=-1816/1369, 26-27=-1816/1369, 3-27=-1816/1369, 3-4=-3245/2423, 4-28=-3245/2423, 5-28=-3245/2423, 5-29=-3245/2423, 29-30=-3245/2423, 6-30=-3245/2423, 6-31=-1995/1463, 31-32=-1995/1463, 7-32=-1995/1463, 7-8=-2391/1701, 8-9=-2439/1622 BOT CHORD 18-35=-2151/2919, 35-36=-2151/2919, 36-37=-2151/2919, 17-37=-2151/2919, 17-38=-2151/2919, 16-38=-2151/2919, 15-16=-2151/2919, 14-15=-2152/3013, 14-39=-2152/3013, 39-40=-2152/3013, 13-40=-2152/3013, 13-41=-2152/3013, 41-42=-2152/3013, 12-42=-2152/3013, 12-43=-1287/1988, 11-43=-1287/1988, 11-44=-1287/1988, 9-44=-1287/1988 WEBS 1-18=-1725/2261, 2-18=-419/418, 3-18=-1364/1052, 3-15=-367/488, 5-15=-381/379, 6-15=-318/360, 6-12=-1262/1018, 7-12=-678/1019 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) 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 1-0-0 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 1306 lb uplift at joint 19 and 1089 lb uplift at joint 9.Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03P Truss Type Roof Special Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157413 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:50:29 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-39BvZDh5iTNUoYbSHbJIDnMRo8vQRnSIal8wHwzKx3e NOTES- 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 73 lb up at 0-1-12, 112 lb down and 123 lb up at 1-8-13, 112 lb down and 123 lb up at 3-8-13, 112 lb down and 123 lb up at 5-8-13, 112 lb down and 123 lb up at 7-8-13, 112 lb down and 123 lb up at 9-8-13, 112 lb down and 123 lb up at 11-8-13, 112 lb down and 123 lb up at 13-8-13, 112 lb down and 123 lb up at 15-8-13, 112 lb down and 123 lb up at 17-8-13, 112 lb down and 123 lb up at 19-8-13, 112 lb down and 123 lb up at 21-8-13, and 112 lb down and 123 lb up at 23-8-13, and 103 lb down and 126 lb up at 25-9-9 on top chord, and 33 lb down and 40 lb up at 1-8-13, 33 lb down and 40 lb up at 3-8-13, 33 lb down and 40 lb up at 5-8-13, 33 lb down and 40 lb up at 7-8-13, 33 lb down and 40 lb up at 9-8-13, 33 lb down and 40 lb up at 11-8-13, 33 lb down and 40 lb up at 13-8-13, 33 lb down and 40 lb up at 15-8-13, 33 lb down and 40 lb up at 17-8-13, 33 lb down and 40 lb up at 19-8-13, 33 lb down and 40 lb up at 21-8-13, 33 lb down and 40 lb up at 23-8-13, 33 lb down and 40 lb up at 25-8-13, and 80 lb down and 102 lb up at 27-8-13, and 99 lb down and 92 lb up at 29-8-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-70, 7-10=-70, 19-20=-20 Concentrated Loads (lb) Vert: 1=-41 4=-6(F) 7=-6(F) 16=-8(F) 15=-8(F) 5=-6(F) 12=-8(F) 23=-6(F) 24=-6(F) 25=-6(F) 26=-6(F) 27=-6(F) 28=-6(F) 29=-6(F) 30=-6(F) 31=-6(F) 32=-6(F) 33=-8(F) 34=-8(F) 35=-8(F) 36=-8(F) 37=-8(F) 38=-8(F) 39=-8(F) 40=-8(F) 41=-8(F) 42=-8(F) 43=-80(F) 44=-99(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03Q Truss Type Piggyback Base Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157414 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-RAIDfhXEGyoQEfnr8L2yg8N5jvANRG21By1dMWzLU4N Scale = 1:68.7 1 2 3 4 5 6 7 8 13 12 11 10 917181920 3x4 5x6 4x8 3x4 3x6 5x9 1.5x4 3x4 3x4 3x4 1.5x4 5x9 7-6-17-6-1 15-0-17-6-1 23-0-58-0-3 31-4-08-3-11 7-6-1 7-6-1 15-0-1 7-6-1 20-4-3 5-4-2 25-8-6 5-4-2 31-4-0 5-7-10 32-4-0 1-0-0 11-6-60-7-1211-6-68.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [7:0-2-2,0-3-7], [7:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.73 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.34 0.06 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-13: 2x4 SP DSS, 6-9: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-2 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 1-12, 2-12, 3-12, 4-11 REACTIONS. (size)13=Mechanical, 7=0-3-8 Max Horz 13=-473(LC 8) Max Uplift 13=-292(LC 6), 7=-203(LC 11) Max Grav 13=1470(LC 2), 7=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1336/316, 1-2=-761/197, 2-3=-761/197, 3-4=-1311/266, 4-6=-1840/310, 6-7=-2042/276 BOT CHORD 12-13=-228/371, 11-12=-22/1066, 9-11=0/1322, 7-9=-109/1604 WEBS 1-12=-284/1366, 2-12=-606/281, 3-12=-590/142, 3-11=-141/850, 4-11=-661/293, 4-9=-88/484, 6-9=-289/216 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=292, 7=203. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03R Truss Type Roof Special Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157415 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-vNsbt1Ys1GwGrpM2i2ZBDLwHnJSwAgYBQcmBuyzLU4M Scale = 1:63.4 1 2 3 4 5 6 7 8 9 13 12 11 1017181920 21 3x4 5x6 3x4 4x6 3x4 6x8 1.5x4 3x4 5x9 3x6 1.5x4 5x9 5-7-25-7-2 16-2-510-7-3 23-7-77-5-1 31-4-07-8-9 5-7-2 5-7-2 10-10-11 5-3-10 16-2-5 5-3-10 23-7-7 7-5-1 31-4-0 7-8-9 32-4-0 1-0-0 10-8-140-7-1210-8-148.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [8:0-3-8,Edge], [8:0-2-2,0-3-7], [11:0-4-8,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.97 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.75 0.05 (loc) 11-12 11-12 8 l/defl >776 >497 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-13: 2x4 SPF 1650F 1.5E, 7-10: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-12 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-13, 2-12, 4-12, 7-11 REACTIONS. (size)13=Mechanical, 8=0-3-8 Max Horz 13=-440(LC 8) Max Uplift 13=-292(LC 6), 8=-198(LC 11) Max Grav 13=1463(LC 2), 8=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1398/291, 1-2=-679/158, 2-4=-679/158, 4-5=-1096/265, 5-7=-1444/232, 7-8=-2012/256 BOT CHORD 12-13=-214/345, 11-12=-133/1016, 10-11=-64/1580, 8-10=-64/1580 WEBS 1-12=-268/1426, 2-12=-413/201, 4-12=-692/188, 4-11=-89/452, 5-11=0/403, 7-11=-746/310, 7-10=0/271 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=292, 8=198. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03S Truss Type Roof Special Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157416 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-NZQ_4NZUoZ27TzxEGm4QlZSVrirmv6VKfGWkQPzLU4L Scale = 1:53.7 1 2 3 4 5 6 7 8 13 12 11 10 917181920 3x6 3x4 3x4 4x6 3x8 MT18HS 3x4 3x4 3x4 4x8 3x6 1.5x4 4x8 9-11-159-11-15 19-8-59-8-7 25-4-75-8-1 31-4-05-11-9 6-9-2 6-9-2 13-2-11 6-5-10 19-8-5 6-5-10 25-4-7 5-8-1 31-4-0 5-11-9 32-4-0 1-0-0 8-4-140-7-128-4-148.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [7:0-2-2,0-3-7], [7:0-5-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.80 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.53 0.07 (loc) 12-13 12-13 7 l/defl >999 >707 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 6-10,6-9: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 2-13, 4-12, 4-10 REACTIONS. (size)13=Mechanical, 7=0-3-8 Max Horz 13=-344(LC 8) Max Uplift 13=-291(LC 6), 7=-177(LC 11) Max Grav 13=1411(LC 2), 7=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1214/158, 4-5=-1291/231, 5-6=-1660/211, 6-7=-2042/225 BOT CHORD 12-13=-207/969, 10-12=-192/1338, 9-10=-65/1602, 7-9=-65/1602 WEBS 2-13=-1443/333, 2-12=-34/766, 4-12=-439/183, 5-10=0/509, 6-10=-433/235 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 13=291, 7=177. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03T Truss Type Roof Special Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157417 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-rl_MIjZ6ZtA_57WQpTbfIm?an6CgebyUtwFHzrzLU4K Scale = 1:53.3 1 2 3 4 5 6 7 8 13 12 11 10 9171819 3x4 5x6 3x4 8x12 MT18HS 3x6 5x9 1.5x4 4x8 1.5x4 4x8 1.5x4 4x8 7-9-67-9-6 15-4-157-7-10 23-2-57-9-6 31-4-08-1-11 7-9-6 7-9-6 15-4-15 7-7-10 23-2-5 7-9-6 27-1-7 3-11-1 31-4-0 4-2-9 32-4-0 1-0-0 6-0-140-7-126-0-148.00 12 Plate Offsets (X,Y)-- [5:0-9-8,0-1-12], [7:0-2-2,0-3-7], [7:0-5-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.70 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.08 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 137 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-12,4-12,4-9: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 4-12, 4-9 REACTIONS. (size)13=Mechanical, 7=0-3-8 Max Horz 13=-247(LC 8) Max Uplift 13=-290(LC 6), 7=-144(LC 11) Max Grav 13=1402(LC 1), 7=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1333/324, 1-2=-1481/285, 2-4=-1481/285, 4-5=-1505/258, 5-6=-1839/276, 6-7=-2050/263 BOT CHORD 11-12=-318/1970, 9-11=-318/1970, 7-9=-152/1615 WEBS 1-12=-376/1824, 2-12=-570/252, 4-12=-638/135, 4-11=0/335, 4-9=-619/242, 5-9=-7/591 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 13=290, 7=144. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03U Truss Type Roof Special Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157418 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:51:53 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-cJGfBxinwGyatS0bCEq?dUroj?a66mLfuqUNE3zKx2K Scale = 1:52.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x6 4x4 3x6 4x4 4x6 4x8 1.5x4 4x8 2x4 4x8 1.5x4 2x4 4x8 4x8 4x6 2x4 4x6 4x6 5-2-45-2-4 10-2-135-0-8 15-3-55-0-8 20-3-135-0-8 25-6-15-2-4 28-3-92-9-8 31-4-03-0-7 5-2-4 5-2-4 10-2-13 5-0-8 15-3-5 5-0-8 20-3-13 5-0-8 25-6-1 5-2-4 28-3-9 2-9-8 31-4-0 3-0-7 32-4-0 1-0-0 4-6-60-7-124-6-68.00 12 Plate Offsets (X,Y)-- [9:0-0-0,0-0-4], [19:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.19 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.14 -0.03 (loc) 15 15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 323 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=1524/Mechanical, 9=1716/0-3-8 (min. 0-1-8) Max Horz 19=-181(LC 6) Max Uplift 19=-1259(LC 4), 9=-1078(LC 9) Max Grav 19=1654(LC 35), 9=1748(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1579/1231, 1-23=-1780/1341, 23-24=-1780/1341, 2-24=-1780/1341, 2-25=-1780/1341, 25-26=-1780/1341, 3-26=-1780/1341, 3-4=-3183/2374, 4-27=-3183/2374, 5-27=-3183/2374, 5-28=-3183/2374, 28-29=-3183/2374, 6-29=-3183/2374, 6-30=-1971/1445, 30-31=-1971/1445, 7-31=-1971/1445, 7-8=-2363/1680, 8-9=-2414/1603 BOT CHORD 18-34=-2103/2860, 34-35=-2103/2860, 17-35=-2103/2860, 17-36=-2103/2860, 36-37=-2103/2860, 16-37=-2103/2860, 15-16=-2103/2860, 14-15=-2113/2963, 14-38=-2113/2963, 38-39=-2113/2963, 13-39=-2113/2963, 13-40=-2113/2963, 40-41=-2113/2963, 12-41=-2113/2963, 12-42=-1271/1968, 11-42=-1271/1968, 11-43=-1271/1968, 9-43=-1271/1968 WEBS 1-18=-1696/2224, 2-18=-416/416, 3-18=-1341/1031, 3-15=-367/488, 5-15=-377/376, 6-15=-306/346, 6-12=-1233/996, 7-12=-669/1007 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) 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 1-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1259 lb uplift at joint 19 and 1078 lb uplift at joint 9.Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03U Truss Type Roof Special Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157418 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:51:54 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-4Wq1OHjPga4RVcbnmxLEAiNzTPwLrDbo7UEwmVzKx2J NOTES- 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 123 lb up at 1-5-5, 112 lb down and 123 lb up at 3-5-5, 112 lb down and 123 lb up at 5-5-5, 112 lb down and 123 lb up at 7-5-5, 112 lb down and 123 lb up at 9-5-5, 112 lb down and 123 lb up at 11-5-5, 112 lb down and 123 lb up at 13-5-5, 112 lb down and 123 lb up at 15-5-5, 112 lb down and 123 lb up at 17-5-5, 112 lb down and 123 lb up at 19-5-5, 112 lb down and 123 lb up at 21-5-5, and 112 lb down and 123 lb up at 23-5-5, and 103 lb down and 126 lb up at 25-6-1 on top chord, and 33 lb down and 40 lb up at 1-5-5, 33 lb down and 40 lb up at 3-5-5, 33 lb down and 40 lb up at 5-5-5, 33 lb down and 40 lb up at 7-5-5, 33 lb down and 40 lb up at 9-5-5, 33 lb down and 40 lb up at 11-5-5, 33 lb down and 40 lb up at 13-5-5, 33 lb down and 40 lb up at 15-5-5, 33 lb down and 40 lb up at 17-5-5, 33 lb down and 40 lb up at 19-5-5, 33 lb down and 40 lb up at 21-5-5, 33 lb down and 40 lb up at 23-5-5, 33 lb down and 40 lb up at 25-5-5, and 80 lb down and 102 lb up at 27-5-5, and 99 lb down and 92 lb up at 29-5-5 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: 1-7=-70, 7-10=-70, 19-20=-20 Concentrated Loads (lb) Vert: 4=-6(B) 7=-6(B) 18=-8(B) 2=-6(B) 15=-8(B) 5=-6(B) 12=-8(B) 23=-6(B) 24=-6(B) 25=-6(B) 26=-6(B) 27=-6(B) 28=-6(B) 29=-6(B) 30=-6(B) 31=-6(B) 32=-8(B) 33=-8(B) 34=-8(B) 35=-8(B) 36=-8(B) 37=-8(B) 38=-8(B) 39=-8(B) 40=-8(B) 41=-8(B) 42=-80(B) 43=-99(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03V Truss Type Piggyback Qty 11 Ply 1 Layton/Drees Job Reference (optional) I41157419 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-CjnFLQdFNPoHBuOOc0Bq?qie073iJ_yD1Cz2e2zLU4F Scale = 1:15.8 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 7-0-07-0-0 3-6-0 3-6-0 7-0-0 3-6-0 0-4-72-4-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=5-6-2, 4=5-6-2, 6=5-6-2 Max Horz 2=-59(LC 8) Max Uplift 2=-46(LC 10), 4=-54(LC 11) Max Grav 2=173(LC 1), 4=173(LC 1), 6=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03W Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157420 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-CjnFLQdFNPoHBuOOc0Bq?qicq73GJz4D1Cz2e2zLU4F Scale = 1:25.7 1 2 3 4 5 67 11 10 9 8 3x4 3x4 15-0-115-0-1 9-2-5 9-2-5 15-0-1 5-9-12 3-9-03-10-80-1-80-4-70-1-83-9-08.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-3-2. (lb) - Max Horz 11=-148(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 6, 9, 10 except 8=-122(LC 11) Max Grav All reactions 250 lb or less at joint(s) 11, 6 except 9=369(LC 1), 10=349(LC 1), 8=345(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-288/135, 2-10=-273/130, 5-8=-267/161 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 11, 6, 9, 10 except (jt=lb) 8=122. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss C03X Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157421 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-gvLdYmet8jw8p2zaAki3X1FovXOS2RlMGsicAVzLU4E Scale = 1:25.7 1 2 3 4 5 67 11 10 9 8 3x4 3x4 15-0-115-0-1 12-8-5 12-8-5 15-0-1 2-3-12 1-5-01-6-80-1-80-4-70-1-81-5-08.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-3] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-3-2. (lb) - Max Horz 11=-51(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 11, 6 except 9=370(LC 1), 10=353(LC 1), 8=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-288/129, 2-10=-275/120 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 11, 6, 9, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss D04 Truss Type Piggyback Base Supported Gable Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157422 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-cITNzSg7gKAs2M7zH9lXdSK5qL4cWIsfjABjFNzLU4C Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 2827 26 25 24 23 22 21 2037 2x4 3x6 3x4 3x6 3x4 4x4 4x4 3x4 31-4-031-4-0 6-5-6 6-5-6 16-5-6 10-0-0 31-4-0 14-10-10 32-4-0 1-0-0 6-3-310-6-130-7-1210-6-138.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [9:0-2-0,0-2-3], [18:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.12 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-28: 2x4 SP DSS WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 12-24,13-23,14-22,15-21,17-20: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20. WEBS 1 Row at midpt 9-27, 8-29, 7-30, 6-31, 5-32, 4-33, 3-34, 10-26 REACTIONS.All bearings 31-4-0. (lb) - Max Horz 36=-373(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 29, 30, 31, 32, 34, 26, 25, 24, 23, 22, 21 except 36=-190(LC 6), 18=-153(LC 7), 35=-218(LC 7), 20=-169(LC 11) Max Grav All reactions 250 lb or less at joint(s) 36, 27, 29, 30, 31, 32, 33, 34, 25, 24, 22, 21, 20 except 18=264(LC 6), 35=434(LC 18), 26=257(LC 19), 23=252(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-297/216 BOT CHORD 35-36=-238/316, 34-35=-178/269, 33-34=-178/269, 32-33=-178/269, 31-32=-178/269, 30-31=-178/269, 29-30=-178/269, 27-29=-178/269, 26-27=-178/269, 25-26=-178/269, 24-25=-178/269, 23-24=-178/269, 22-23=-178/269, 21-22=-178/269, 20-21=-178/269, 18-20=-194/287 WEBS 1-35=-254/202 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Solid blocking is required on both sides of the truss at joint(s), 18.Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss D04 Truss Type Piggyback Base Supported Gable Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157422 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:33 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-cITNzSg7gKAs2M7zH9lXdSK5qL4cWIsfjABjFNzLU4C NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 29, 30, 31, 32, 34, 26, 25, 24, 23, 22, 21 except (jt=lb) 36=190, 18=153, 35=218, 20=169. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss D04A Truss Type Piggyback Base Supported Gable Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157423 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Zga8O7hOCyQaIfHLPZn?itQTL8nC_DPyAUgpJGzLU4A Scale = 1:71.9 Sheet FrontFull Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 264849 3x6 3x6 3x6 3x6 5x6 5x6 5x6 3x6 40-8-840-8-8 15-9-14 15-9-14 25-9-14 10-0-0 40-8-8 14-10-10 41-8-8 1-0-0 0-0-310-6-130-7-1210-6-138.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-2-4], [15:0-4-4,0-2-4], [24:0-3-8,0-1-8], [40:0-0-0,0-1-12], [41:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.04 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 25 25 24 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 603 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-32: 2x4 SP DSS WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 6-43,5-44,4-45,3-46,2-47,19-30,20-29,21-28,22-27,23-26: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-34, 14-35, 13-36, 12-37, 11-38, 10-39, 9-41, 16-33 REACTIONS.All bearings 40-8-8. (lb) - Max Horz 1=-287(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 35, 36, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47, 33, 31, 30, 29, 28, 27 except 1=-100(LC 8), 26=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 34, 35, 36, 37, 38, 42, 43, 45, 46, 47, 31, 30, 28, 27, 26 except 24=266(LC 16), 39=254(LC 21), 41=252(LC 18), 44=252(LC 18), 33=255(LC 19), 29=252(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/237, 9-10=-166/274, 15-16=-166/261 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Solid blocking is required on both sides of the truss at joint(s), 24. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 35, 36, 37, 38, 39, 41, 42, 43, 44, 45, 46, 47, 33, 31, 30, 29, 28, 27 except (jt=lb) 1=100, 26=134. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss D04B Truss Type Piggyback Base Qty 20 Ply 1 Layton/Drees Job Reference (optional) I41157424 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-1t8WbTi0zFZQvpsYzHIEE5yR3Ywpja_5P8QNrizLU49 Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 17 15 14 13 12 11 23 16 24 25 26 27 28 3x6 5x6 5x6 3x6 3x6 3x6 4x6 3x4 5x9 3x4 4x8 3x6 1.5x4 5x9 3x6 8-4-98-4-9 9-1-00-8-7 15-9-146-8-14 25-9-1410-0-0 33-1-77-3-9 40-8-87-7-1 8-4-9 8-4-9 15-9-14 7-5-5 20-9-14 5-0-0 25-9-14 5-0-0 33-1-7 7-3-9 40-8-8 7-7-1 41-8-8 1-0-0 0-0-310-6-130-7-1210-6-138.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-4], [6:0-3-12,0-2-0], [9:0-2-2,0-3-7], [9:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.85 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.60 0.05 (loc) 17-18 13-14 9 l/defl >807 >628 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,8-11: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-8-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 4-14, 5-14, 8-13 REACTIONS.All bearings 9-4-8 except (jt=length) 9=0-3-8, 16=0-3-8. (lb) - Max Horz 1=-289(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-149(LC 18), 17=-446(LC 10), 9=-215(LC 11), 16=-236(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 16 except 17=2652(LC 18), 9=1419(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/979, 2-4=-855/211, 4-5=-596/210, 5-6=-1015/292, 6-8=-1351/266, 8-9=-1911/285 BOT CHORD 1-17=-591/192, 16-17=-591/192, 14-16=-591/192, 13-14=-62/887, 11-13=-89/1493, 9-11=-89/1493 WEBS 2-17=-2196/438, 2-14=-17/1415, 5-14=-694/151, 5-13=-73/436, 6-13=0/348, 8-13=-732/301, 8-11=0/272 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 1, 446 lb uplift at joint 17, 215 lb uplift at joint 9 and 236 lb uplift at joint 16. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss D04C Truss Type Piggyback Base Qty 31 Ply 1 Layton/Drees Job Reference (optional) I41157425 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-zFGG09jGVtp897?w4iKiJW2rsMcgBXeOtSvUwbzLU47 Scale = 1:62.9 1 2 3 4 5 6 7 8 12 11 10 916171819 20 4x6 4x6 3x4 2x4 6x12 MT20HS4x8 3x4 3x6 1.5x4 4x4 5x9 6-5-66-5-6 16-5-610-0-0 23-8-157-3-9 31-4-07-7-1 6-5-6 6-5-6 11-5-6 5-0-0 16-5-6 5-0-0 23-8-15 7-3-9 31-4-0 7-7-1 32-4-0 1-0-0 6-3-310-6-130-7-1210-6-138.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-12,0-2-0], [4:0-3-12,0-2-0], [7:0-2-2,0-3-7], [7:0-3-8,Edge], [10:0-4-12,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.83 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.53 0.05 (loc) 10-11 10-11 7 l/defl >999 >709 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 160 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,1-12: 2x4 SPF Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-5 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-10, 1-12 REACTIONS. (size)12=Mechanical, 7=0-3-8 Max Horz 12=-373(LC 8) Max Uplift 12=-107(LC 10), 7=-201(LC 11) Max Grav 12=1420(LC 2), 7=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-986/172, 2-3=-732/176, 3-4=-1095/266, 4-6=-1444/236, 6-7=-2018/259, 1-12=-1353/131 BOT CHORD 11-12=-236/322, 10-11=-109/1009, 9-10=-69/1573, 7-9=-69/1573 WEBS 3-11=-625/210, 3-10=-85/403, 4-10=0/392, 6-10=-741/301, 6-9=0/281, 1-11=-118/979 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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 107 lb uplift at joint 12 and 201 lb uplift at joint 7. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05 Truss Type GABLE Qty 6 Ply 1 Layton/Drees Job Reference (optional) I41157426 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-RSqeEVkuGAx?mHa6ePrxsja5Ol8Kw3xX56e1S1zLU46 Scale = 1:29.3 1 2 3 4 5 9 8 7 62x4 8-0-5 8-0-5 5-4-38.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-5. (lb) - Max Horz 1=204(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05A Truss Type Valley Qty 6 Ply 1 Layton/Drees Job Reference (optional) I41157427 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-veO1RrlW1U3sOQ9JC7NAPx7F99RAfWzhKmOa_TzLU45 Scale = 1:21.4 1 2 32x4 1.5x4 1.5x4 5-6-5 5-6-5 3-8-38.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-5, 3=5-6-5 Max Horz 1=135(LC 9) Max Uplift 1=-21(LC 10), 3=-69(LC 10) Max Grav 1=220(LC 1), 3=239(LC 17) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05B Truss Type Valley Qty 6 Ply 1 Layton/Drees Job Reference (optional) I41157428 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-veO1RrlW1U3sOQ9JC7NAPx7Lw9UEfWzhKmOa_TzLU45 Scale = 1:13.0 1 2 3 2x4 1.5x4 1.5x4 3-0-5 3-0-5 2-0-38.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-0-5, 3=3-0-5 Max Horz 1=66(LC 7) Max Uplift 1=-10(LC 10), 3=-34(LC 10) Max Grav 1=108(LC 1), 3=117(LC 17) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05C Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157429 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-NqxPfBm9noBj0akVlquPx8fTfZoGOzKqZP78XwzLU44 Scale: 1/2"=1' 1 2 3 42x4 4x4 2x4 1.5x4 8-7-68-7-6 4-3-11 4-3-11 8-7-6 4-3-11 3-7-110.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-7-6, 3=8-7-6, 4=8-7-6 Max Horz 1=-88(LC 6) Max Uplift 1=-46(LC 10), 3=-57(LC 11) Max Grav 1=206(LC 1), 3=206(LC 1), 4=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05D Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157430 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-s1VnsXmnY5JadkJhJXPeUMChWzAp7Q2_n3th3MzLU43 Scale = 1:16.3 1 2 3 4 2x4 4x4 2x4 1.5x4 5-5-05-5-0 2-8-8 2-8-8 5-5-0 2-8-8 2-3-110.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-0, 3=5-5-0, 4=5-5-0 Max Horz 1=-52(LC 6) Max Uplift 1=-27(LC 10), 3=-34(LC 11) Max Grav 1=122(LC 1), 3=122(LC 1), 4=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05E Truss Type Piggyback Qty 5 Ply 1 Layton/Drees Job Reference (optional) I41157431 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-s1VnsXmnY5JadkJhJXPeUMCdhz887QU_n3th3MzLU43 Scale = 1:21.8 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 10-0-010-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-4-73-4-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=8-6-2, 4=8-6-2, 6=8-6-2 Max Horz 2=86(LC 9) Max Uplift 2=-64(LC 10), 4=-75(LC 11) Max Grav 2=247(LC 1), 4=247(LC 1), 6=340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05F Truss Type Piggyback Qty 67 Ply 1 Layton/Drees Job Reference (optional) I41157432 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-KD394snPJPRRFuuutFwt0ZloRNUNstk70jcEbozLU42 Scale = 1:21.8 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 10-0-010-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-4-73-4-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=8-6-2, 4=8-6-2, 6=8-6-2 Max Horz 2=86(LC 9) Max Uplift 2=-64(LC 10), 4=-75(LC 11) Max Grav 2=247(LC 1), 4=247(LC 1), 6=340(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05G Truss Type GABLE Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157433 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-oPdXHCo14jZIt2T4RyR6ZnH1RmrLbIbHFNMo7EzLU41 Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12223x4 4x4 3x4 3x4 21-0-621-0-6 10-6-3 10-6-3 21-0-6 10-6-3 8-9-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.04 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 6-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS.All bearings 21-0-6. (lb) - Max Horz 1=229(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 18, 19, 20, 16, 13 except 21=-112(LC 10), 15=-100(LC 11), 12=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 20, 21, 13, 12 except 17=266(LC 20), 18=262(LC 17), 19=257(LC 17), 16=260(LC 18), 15=257(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/185 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 18, 19, 20, 16, 13 except (jt=lb) 21=112, 15=100, 12=112. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05H Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157434 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-GcBwUYpfr0h9UC2G_gyL6_qAJA9vKlRQU15LghzLU40 Scale: 1/4"=1' 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-10-017-10-0 8-11-0 8-11-0 17-10-0 8-11-0 7-5-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.15 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-0. (lb) - Max Horz 1=-193(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-251(LC 10), 6=-250(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=378(LC 20), 9=553(LC 17), 6=553(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-386/296, 4-6=-386/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=251, 6=250. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05J Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157435 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-kolIiuqHcKp06LdTYNTaeCNMNaVS3DWZihrvC7zLU4? Scale = 1:38.4 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-7-1014-7-10 7-3-13 7-3-13 14-7-10 7-3-13 6-1-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-10. (lb) - Max Horz 1=-156(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-203(LC 10), 6=-203(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=362(LC 17), 8=413(LC 17), 6=412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-316/244, 4-6=-315/244 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=203, 6=203. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05K Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157436 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-C_JgvEqvNextkVBf65?pBPvXB_s5ofTjxLaSkZzLU4_ Scale = 1:30.3 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-5-311-5-3 5-8-10 5-8-10 11-5-3 5-8-10 4-9-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-3. (lb) - Max Horz 1=-120(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-190(LC 10), 6=-190(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=266(LC 1), 8=361(LC 17), 6=361(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-303/237, 4-6=-303/237 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=190, 6=190. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05L Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157437 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-gAt27arY8x3jLfmrgoW2jdSgMOC6X78sA?K?G0zLU3z Scale = 1:23.0 1 2 3 42x4 4x4 2x4 1.5x4 8-2-138-2-13 4-1-6 4-1-6 8-2-13 4-1-6 3-5-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-2-13, 3=8-2-13, 4=8-2-13 Max Horz 1=-84(LC 6) Max Uplift 1=-44(LC 10), 3=-54(LC 11) Max Grav 1=196(LC 1), 3=196(LC 1), 4=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss E05M Truss Type Valley Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157438 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-gAt27arY8x3jLfmrgoW2jdSjFODLX7asA?K?G0zLU3z Scale = 1:15.7 1 2 3 4 2x4 4x4 2x4 1.5x4 5-0-65-0-6 2-6-3 2-6-3 5-0-6 2-6-3 2-1-310.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-0-6, 3=5-0-6, 4=5-0-6 Max Horz 1=48(LC 9) Max Uplift 1=-25(LC 10), 3=-31(LC 11) Max Grav 1=112(LC 1), 3=112(LC 1), 4=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06 Truss Type Common Supported Gable Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157439 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-8NQQKwsAvFBazpL1DW1HGq?tanYOGUK0Of3ZoSzLU3y Scale = 1:52.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617 2x4 3x4 4x4 3x4 2x4 12-1-812-1-8 6-0-12 6-0-12 12-1-8 6-0-12 13-1-8 1-0-0 1-1-128-2-101-1-1214.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.11 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 7 7 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 4-12: 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 12-1-8. (lb) - Max Horz 15=-257(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 15=-136(LC 6), 9=-136(LC 7), 13=-130(LC 10), 14=-235(LC 10), 11=-131(LC 11), 10=-234(LC 11) Max Grav All reactions 250 lb or less at joint(s) 15 except 9=259(LC 18), 12=353(LC 10), 13=268(LC 18), 14=306(LC 18), 11=275(LC 19), 10=274(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/321, 4-5=-299/321 WEBS 4-12=-415/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 15, 136 lb uplift at joint 9, 130 lb uplift at joint 13, 235 lb uplift at joint 14, 131 lb uplift at joint 11 and 234 lb uplift at joint 10. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06A Truss Type Common Qty 4 Ply 1 Layton/Drees Job Reference (optional) I41157440 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-dZ_pYGtogZJRbzwEnDYWp2XvPBqF??X9dJp6KuzLU3x Scale = 1:52.0 1 2 3 4 7 6 5 2x4 2x4 4x6 6x6 5x16 6x6 6-0-126-0-12 12-1-86-0-12 6-0-12 6-0-12 12-1-8 6-0-12 13-1-8 1-0-0 1-1-128-2-101-1-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [2:Edge,0-1-14], [3:Edge,0-1-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.74 0.27 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-6: 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)7=0-3-8, 5=0-3-8 Max Horz 7=-257(LC 6) Max Uplift 7=-73(LC 11), 5=-80(LC 10) Max Grav 7=529(LC 1), 5=617(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-499/136, 2-3=-510/143, 1-7=-476/120, 3-5=-564/145 BOT CHORD 6-7=-284/389, 5-6=-227/353 WEBS 2-6=-4/250, 1-6=-156/284, 3-6=-254/401 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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 73 lb uplift at joint 7 and 80 lb uplift at joint 5. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06B Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157441 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-5lYBlctQRsRIC7VQLw3lLF46bbDWkPTJszYgsLzLU3w Scale = 1:79.5 Sheet FrontFull Sheathing 1 Ply 7/16" 4x8 OSB 12 3 4 5 9 8 7 6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 6x6 1.5x4 -1-0-0 1-0-0 6-10-0 6-10-0 4-5-1512-5-1014.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.07 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1-2 1-2 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-6: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-14 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.All bearings 6-10-0. (lb) - Max Horz 9=309(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6 except 9=-338(LC 8), 7=-157(LC 10), 8=-719(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6 except 9=786(LC 10), 7=283(LC 18), 8=535(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-965/791, 2-3=-404/415 BOT CHORD 8-9=-462/336 WEBS 3-8=-329/208, 2-8=-634/871 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=338, 7=157, 8=719. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06C Truss Type MONOPITCH Qty 3 Ply 1 Layton/Drees Job Reference (optional) I41157442 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Zy6Zyxu2CAa9qG4cvea_uTdJI?RrTuAS5dIDPnzLU3v Scale = 1:71.0 1 2 3 4 6 578 2x4 6x6 2x4 3x4 3x4 6-10-06-10-0 -1-0-0 1-0-0 3-5-0 3-5-0 6-10-0 3-5-0 4-5-1512-5-1014.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.58 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.26 -0.00 (loc) 5-6 5-6 5 l/defl >518 >300 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5, 3-6 REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=309(LC 10) Max Uplift 5=-465(LC 10) Max Grav 5=490(LC 18), 6=471(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-182/335, 2-6=-265/312 WEBS 3-5=-492/508, 3-6=-720/400 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) except (jt=lb) 5=465. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06D Truss Type Roof Special Girder Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157443 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-18gxAHvgzUi0SQfpSL6DQg9WHPstC92bJH1mxDzLU3u Scale = 1:55.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 6x6 5x6 4x4 3x6 4x6 3x4 5x9 1.5x4 4x8 2x4 3x4 4x8 4x4 4x6 4x6 3x4 2-0-02-0-0 6-2-154-2-15 10-4-14-1-3 14-7-04-2-15 18-7-124-0-12 24-8-86-0-12 -1-0-0 1-0-0 2-0-0 2-0-0 6-2-15 4-2-15 10-4-1 4-1-3 14-7-0 4-2-15 18-7-12 4-0-12 21-6-6 2-10-10 24-8-8 3-2-2 25-8-8 1-0-0 1-1-123-5-128-2-101-1-123-5-1214.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-0-12], [18:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.27 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.17 0.03 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=268(LC 7) Max Uplift 18=-597(LC 8), 11=-309(LC 8) Max Grav 18=1174(LC 1), 11=1179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/574, 3-4=-1672/897, 4-5=-1672/897, 5-6=-2074/823, 6-7=-1077/409, 7-8=-1053/437, 8-9=-312/174, 2-18=-1170/613, 9-11=-371/191 BOT CHORD 17-18=-246/257, 16-17=-433/758, 15-16=-1036/2120, 14-15=-1036/2120, 12-14=-806/2070, 11-12=-145/645 WEBS 3-16=-613/1275, 4-16=-305/244, 5-16=-629/204, 5-14=-298/367, 6-12=-1802/868, 7-12=-509/1236, 2-17=-366/728, 8-11=-912/244 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) except (jt=lb) 18=597, 11=309. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 86 lb up at 2-0-0, 90 lb down and 82 lb up at 4-0-12, 90 lb down and 82 lb up at 6-0-12, 90 lb down and 82 lb up at 8-0-12, and 90 lb down and 82 lb up at 10-0-12, and 92 lb down and 91 lb up at 11-6-4 on top chord, and 23 lb down and 36 lb up at 2-0-12, 23 lb down and 36 lb up at 4-0-12, 23 lb down and 36 lb up at 6-0-12, 23 lb down and 36 lb up at 8-0-12, and 23 lb down and 36 lb up at 10-0-12, and 25 lb down and 32 lb up at 11-6-4 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).Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06D Truss Type Roof Special Girder Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157443 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:54 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-VKEJNdwIjnqt3aE?03dSzuih1oC6xcHlYxnKTfzLU3t LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-6=-70, 6-7=-70, 7-9=-70, 9-10=-70, 11-18=-20 Concentrated Loads (lb) Vert: 17=2(F) 16=2(F) 15=2(F) 22=2(F) 23=2(F) 24=-4(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06E Truss Type Roof Special Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157444 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-VKEJNdwIjnqt3aE?03dSzuiaVoAHxeqlYxnKTfzLU3t Scale = 1:55.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617 6x6 5x9 4x4 1.5x4 3x4 4x4 4x8 1.5x4 1.5x4 4x8 4x6 3x4 6x6 4-0-04-0-0 10-3-86-3-8 16-7-06-3-8 18-7-122-0-12 24-8-86-0-12 -1-0-0 1-0-0 4-0-0 4-0-0 10-3-8 6-3-8 16-7-0 6-3-8 18-7-12 2-0-12 24-8-8 6-0-12 25-8-8 1-0-0 1-1-125-9-128-2-101-1-125-9-1214.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-0,0-1-4], [5:0-5-4,0-2-4], [7:Edge,0-1-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.39 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.02 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-13,5-13,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=271(LC 9) Max Uplift 15=-217(LC 10), 9=-158(LC 10) Max Grav 15=1179(LC 1), 9=1179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1133/227, 3-4=-1239/303, 4-5=-1239/303, 5-6=-1024/268, 6-7=-1156/235, 2-15=-1146/235, 7-9=-1119/194 BOT CHORD 14-15=-262/322, 13-14=-116/666, 11-13=-116/1078, 10-11=-117/1076, 9-10=-227/359 WEBS 3-13=-186/767, 4-13=-514/229, 5-10=-1258/330, 6-10=-270/1208, 2-14=-125/620, 7-10=-82/545 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=217, 9=158. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06F Truss Type Hip Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157445 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-RjL4oJxZFP4bJuNO8Ufw2Jnw4ctUPdT2?FGQYYzLU3r Scale = 1:49.0 1 2 3 4 5 6 12 11 10 9 8 71314 6x6 6x6 6x6 2x4 3x4 4x4 4x8 1.5x4 4x4 6x6 2x4 6-0-06-0-0 12-4-46-4-4 18-8-86-4-4 24-8-86-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-4-4 6-4-4 18-8-8 6-4-4 24-8-8 6-0-0 1-1-128-1-121-1-128-1-1214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-4], [3:0-3-0,0-1-8], [5:0-3-0,0-1-8], [6:Edge,0-1-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.34 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,2-11,6-7,6-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=257(LC 7) Max Uplift 12=-101(LC 10), 7=-73(LC 11) Max Grav 12=1181(LC 1), 7=1097(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1161/203, 3-4=-895/254, 4-5=-895/254, 5-6=-1155/193, 2-12=-1125/192, 6-7=-1041/172 BOT CHORD 11-12=-372/438, 10-11=-188/648, 8-10=-89/647 WEBS 3-10=-176/401, 4-10=-496/227, 5-10=-178/394, 2-11=-173/612, 6-8=-150/586 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 12=101. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06G Truss Type Hip Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157446 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-vvvS0fyB0iCSw2yahBA9bWKCK08a8?7BEv?_4_zLU3q Scale = 1:59.2 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 4x6 4x6 3x4 3x6 4x8 4x4 3x4 4x8 4x4 3x4 3x6 3x6 8-0-08-0-0 16-8-88-8-8 24-8-88-0-0 -1-0-0 1-0-0 4-1-12 4-1-12 8-0-0 3-10-4 12-4-4 4-4-4 16-8-8 4-4-4 20-6-12 3-10-4 24-8-8 4-1-12 1-1-1210-5-121-1-1210-5-1214.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [6:0-3-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.61 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.25 0.03 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-12,5-12,5-10,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=323(LC 9) Max Uplift 13=-112(LC 10), 9=-84(LC 11) Max Grav 13=1181(LC 1), 9=1097(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/196, 3-4=-1023/289, 4-5=-645/252, 5-6=-646/252, 6-7=-1027/290, 7-8=-350/151, 2-13=-429/210, 8-9=-329/139 BOT CHORD 12-13=-246/768, 10-12=-152/688, 9-10=-29/659 WEBS 3-12=-229/269, 4-12=-114/486, 6-10=-116/491, 7-10=-232/272, 3-13=-898/95, 7-9=-914/97 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 13=112. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06H Truss Type Piggyback Base Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157447 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:00:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-O6TqD?zpn0KJYBXmFvhO7ktOCQUstTpKTZlXcRzLU3p Scale = 1:59.2 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 4x6 4x6 3x4 3x6 4x8 4x4 3x4 4x8 4x4 3x4 3x6 3x6 8-0-08-0-0 16-8-88-8-8 24-8-88-0-0 -1-0-0 1-0-0 4-1-12 4-1-12 8-0-0 3-10-4 12-4-4 4-4-4 16-8-8 4-4-4 20-6-12 3-10-4 24-8-8 4-1-12 1-1-1210-5-121-1-1210-5-1214.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [6:0-3-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.24 0.60 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.25 0.03 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,7-10,3-13,7-9: 2x4 SPF Stud, 2-13,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=326(LC 7) Max Uplift 13=-112(LC 10), 9=-83(LC 11) Max Grav 13=1179(LC 1), 9=1089(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/197, 3-4=-1007/287, 4-5=-638/251, 5-6=-638/251, 6-7=-1012/288, 7-8=-337/152, 2-13=-421/209, 8-9=-317/138 BOT CHORD 12-13=-247/751, 10-12=-153/676, 9-10=-30/642 WEBS 3-12=-216/264, 4-12=-111/474, 6-10=-113/479, 7-10=-221/268, 3-13=-897/96, 7-9=-911/97 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 13=112. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06J Truss Type Piggyback Base Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157448 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:54:28 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-Z88Fjxa0PuUazGMOnH6LPAmFnUQexlJTXRX4AazKx?v Scale = 1:68.4 12 3 4 5 6 7 8 14 13 12 1110 9212223242526 27 7x12 MT18HS 7x12 MT18HS 12x12 12x12 6x8 5x6 4x8 10x10 10x10 2x4 10x10 5x6 4x8 4-1-124-1-12 8-0-03-10-4 12-4-44-4-4 16-8-84-4-4 20-6-123-10-4 24-8-84-1-12 -1-0-0 1-0-0 4-1-12 4-1-12 8-0-0 3-10-4 12-4-4 4-4-4 16-8-8 4-4-4 20-6-12 3-10-4 24-8-8 4-1-12 1-1-1210-5-121-1-1210-5-1214.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-8], [4:0-10-4,0-3-4], [6:0-10-4,0-3-4], [7:0-2-12,0-2-8], [9:0-5-0,0-2-0], [10:0-3-8,0-6-4], [12:0-5-0,0-6-12], [13:0-3-8,0-6-4], [14:0-5-0,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.43 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.05 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 457 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud WEDGE Left: 2x12 SP No.1 , Right: 2x12 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=10127/0-3-8 (req. 0-5-2), 2=8882/0-3-8 (req. 0-4-8) Max Horz 2=289(LC 7) Max Uplift 8=-1375(LC 9), 2=-2409(LC 8) Max Grav 8=10131(LC 2), 2=8882(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9904/2493, 3-4=-8276/1819, 4-5=-6111/1246, 5-6=-6111/1246, 6-7=-8227/1449, 7-8=-9675/1427 BOT CHORD 2-21=-1729/6208, 14-21=-1729/6208, 14-22=-1729/6208, 13-22=-1729/6208, 13-23=-1209/5387, 23-24=-1209/5387, 12-24=-1209/5387, 12-25=-868/5353, 11-25=-868/5353, 10-11=-868/5353, 10-26=-837/6093, 9-26=-837/6093, 9-27=-837/6093, 8-27=-837/6093 WEBS 3-14=-1235/2287, 3-13=-1481/1037, 4-13=-1344/4240, 4-12=-122/1805, 6-12=-771/1889, 6-10=-476/4141, 7-10=-1353/319, 7-9=-115/2043 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 8, 2 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1375 lb uplift at joint 8 and 2409 lb uplift at joint 2.Continued on page 2 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06J Truss Type Piggyback Base Girder Qty 1 Ply 2 Layton/Drees Job Reference (optional) I41157448 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri May 1 07:54:29 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:hZUPHQAtNfHR26MFOfVrdMyPd77-1KiewHbeACcRbQxaL?dayOIQXtmtgCZdm5Hdi0zKx?u NOTES- 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1605 lb down and 1279 lb up at 3-0-5, 1382 lb down and 310 lb up at 4-3-7, 1391 lb down and 311 lb up at 6-3-7, 1428 lb down and 312 lb up at 8-3-7, 1430 lb down and 312 lb up at 10-3-7, 1450 lb down and 312 lb up at 12-3-7, 1382 lb down and 141 lb up at 14-3-7, 1382 lb down and 141 lb up at 16-3-7, 1397 lb down and 141 lb up at 18-3-7, 1397 lb down and 141 lb up at 20-3-7, and 1397 lb down and 141 lb up at 22-3-7, and 1403 lb down and 136 lb up at 24-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-8=-70, 15-18=-20 Concentrated Loads (lb) Vert: 14=-1382(B) 13=-1382(B) 12=-1382(B) 10=-1382(B) 9=-1382(B) 17=-1388(B) 21=-1504(B) 22=-1382(B) 23=-1382(B) 25=-1382(B) 26=-1382(B) 27=-1382(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06K Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157449 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-oh9zr0?h4xitPfGLw1F5lMUxtde840Tn9XzBDlzLU3m Scale = 1:17.1 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 1.5x4 1.5x4 8-8-88-8-8 2-0-0 2-0-0 6-8-8 4-8-8 8-8-8 2-0-0 0-5-102-4-00-1-80-5-100-1-82-2-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-1-5,Edge], [5:0-1-5,Edge], [6:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-8-4, 6=7-8-4, 8=7-8-4 Max Horz 2=-62(LC 8) Max Uplift 2=-39(LC 10), 6=-39(LC 11), 8=-33(LC 7) Max Grav 2=225(LC 1), 6=225(LC 1), 8=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06L Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157450 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-GtjL3M0KrFqk1prXUkmKIa15D1_EpTewOBjllCzLU3l Scale = 1:27.5 1 2 3 4 5 6 7 8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 8-8-88-8-8 4-0-0 4-0-0 4-8-8 0-8-8 8-8-8 4-0-0 0-5-104-8-00-1-80-5-100-1-84-6-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-1-5,Edge], [5:0-1-5,Edge], [6:0-2-10,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-8-4, 6=7-8-4, 8=7-8-4 Max Horz 2=-128(LC 8) Max Uplift 2=-59(LC 11), 6=-57(LC 11) Max Grav 2=247(LC 1), 6=247(LC 1), 8=242(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06M Truss Type Piggyback Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157451 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-k3HjGi1ycYybfzQk2SHZqnaDORJTYvd4drSIHezLU3k Scale = 1:33.6 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 8-8-88-8-8 4-4-4 4-4-4 8-8-8 4-4-4 0-5-105-0-150-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-8-4, 4=7-8-4, 6=7-8-4 Max Horz 2=-138(LC 8) Max Uplift 2=-69(LC 11), 4=-60(LC 11) Max Grav 2=247(LC 1), 4=247(LC 1), 6=243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06N Truss Type Jack-Open Qty 5 Ply 1 Layton/Drees Job Reference (optional) I41157452 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-k3HjGi1ycYybfzQk2SHZqnaFZRJbYwf4drSIHezLU3k Scale = 1:20.6 1 2 5 3 4 3x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-123-5-122-10-103-5-1214.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.20 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=126(LC 10) Max Uplift 3=-86(LC 10), 4=-26(LC 10) Max Grav 5=217(LC 16), 3=67(LC 18), 4=35(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss F06P Truss Type Jack-Open Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157453 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-CFq5U22aNs4SG7?wc9ooN?6Rdqf0HNvDrUCsq4zLU3j Scale = 1:20.6 1 4 2 3 3x4 2x4 2-0-02-0-0 2-0-0 2-0-0 1-1-123-5-122-10-103-5-1214.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.18 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=77(LC 10) Max Uplift 2=-92(LC 10), 3=-21(LC 10) Max Grav 4=99(LC 19), 2=82(LC 17), 3=37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 1-0-0 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, 3. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss G07 Truss Type Jack-Open Qty 26 Ply 1 Layton/Drees Job Reference (optional) I41157454 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-gSOUhO2C8ACJuGa69tJ1wCfaVE_y0q9M48xPMXzLU3i Scale = 1:25.9 1 2 5 3 4 3x4 3x4 2-10-132-10-13 -1-0-0 1-0-0 2-10-13 2-10-13 1-1-124-6-63-11-44-6-614.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.30 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=168(LC 10) Max Uplift 3=-121(LC 10), 4=-25(LC 10) Max Grav 5=221(LC 16), 3=105(LC 18), 4=51(LC 3) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=121. 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. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss G07A Truss Type Jack-Open Girder Qty 1 Ply 1 Layton/Drees Job Reference (optional) I41157455 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-9eysuk3qvTKAWQ8JjaqGSQCnxeLjlGdWJohyuzzLU3h Scale = 1:25.9 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 7 6 5 2x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 2-10-13 2-10-13 1-1-124-6-614.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.09 0.05 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=2-10-13, 5=2-10-13, 6=2-10-13 Max Horz 7=187(LC 5) Max Uplift 7=-169(LC 4), 5=-64(LC 5), 6=-238(LC 8) Max Grav 7=336(LC 33), 5=103(LC 16), 6=229(LC 6) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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 except (jt=lb) 7=169, 6=238. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 31 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 7=-60 May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss G07B Truss Type Half Hip Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157456 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-dqWE644SgnT17ajVHIMV?dkx22iWUjJfXSQWRPzLU3g Scale = 1:19.1 1 2 3 4 7 6 5 4x4 2x4 2x4 2x4 2x4 3x4 1-9-21-9-2 2-10-131-1-11 -1-0-0 1-0-0 1-9-2 1-9-2 2-10-13 1-1-11 1-1-123-2-614.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.17 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 6-7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=142(LC 7) Max Uplift 5=-82(LC 7), 7=-24(LC 10) Max Grav 5=108(LC 18), 7=220(LC 16) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss G07C Truss Type Half Hip Girder Qty 2 Ply 1 Layton/Drees Job Reference (optional) I41157457 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-514cJQ54Q5bulkIhr?tkXrH6QS2EDAIpm6A3zrzLU3f Scale = 1:12.2 1 2 3 4 7 6 5 4x4 2x4 2x4 2x4 2x4 2x4 0-7-60-7-6 2-10-132-3-7 -1-0-0 1-0-0 0-7-6 0-7-6 2-10-13 2-3-7 1-1-121-10-614.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.19 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=84(LC 5) Max Uplift 5=-72(LC 5), 7=-55(LC 8) Max Grav 5=120(LC 35), 7=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 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) 5, 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 38 lb up at 0-7-6, and 50 lb down and 37 lb up at 2-9-1 on top chord, and 14 lb down and 15 lb up at 0-8-2, and 17 lb down and 12 lb up at 2-9-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 4=-6(F) 5=-7(F) 6=-3(F) May 1,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ELEVATION_T Truss G07D Truss Type Jack-Open Qty 4 Ply 1 Layton/Drees Job Reference (optional) I41157458 8.330 s Mar 23 2020 MiTek Industries, Inc. Thu Apr 30 16:01:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:hZUPHQAtNfHR26MFOfVrdMyPd77-ZDe_Xl5jBOjlNuttOiOz42qIHrOIyd8y?mvdVIzLU3e Scale = 1:12.3 1 2 3 44x8 1-9-151-9-15 -1-0-0 1-0-0 1-9-15 1-9-15 0-7-121-10-68.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.12 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-15 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=76(LC 10) Max Uplift 3=-34(LC 10), 4=-2(LC 10), 2=-22(LC 10) Max Grav 3=49(LC 18), 4=31(LC 3), 2=189(LC 16) 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; 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 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 2. 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. May 1,2020 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED 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