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HomeMy WebLinkAboutTrusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. June 16,2021 Liu, Xuegang Pages or sheets covered by this seal: I46598806 thru I46598869 My license renewal date for the state of Indiana is July 31, 2022. 2001289 PHILLIPS RESIDENCE IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A01 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598806 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:00:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ZFhFcHTPCtm1gz80OFCfp8w2LebIlxFxm62wtrz5lje Scale = 1:42.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223242526 4x8 4x8 3x4 5x6 5x6 3x4 3x4 4x8 1.5x4 3x4 5x6 3x4 5x6 3x4 5x6 3-1-12 3-1-12 6-0-0 2-10-4 11-5-0 5-5-0 16-10-0 5-5-0 19-8-4 2-10-4 22-10-0 3-1-12 -1-2-8 1-2-8 3-1-12 3-1-12 6-0-0 2-10-4 11-5-0 5-5-0 16-10-0 5-5-0 19-8-4 2-10-4 22-10-0 3-1-12 24-0-8 1-2-8 1-6-136-6-131-6-136-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [4:0-6-4,0-2-0], [6:0-6-4,0-2-0], [8:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.11 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.01 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 304 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)17=0-5-8, 10=0-5-8 Max Horz 17=-132(LC 8) Max Uplift 17=-564(LC 10), 10=-605(LC 10) Max Grav 17=2062(LC 1), 10=2123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1904/552, 3-4=-1999/638, 4-5=-2022/702, 5-6=-2022/702, 6-7=-2094/692, 7-8=-1965/593, 2-17=-1937/536, 8-10=-1995/575 BOT CHORD 15-16=-397/1473, 13-15=-421/1560, 12-13=-452/1604, 11-12=-382/1462 WEBS 3-16=-338/101, 4-15=-73/371, 4-13=-308/814, 5-13=-354/88, 6-13=-242/699, 6-12=-157/512, 7-11=-374/121, 2-16=-363/1465, 8-11=-396/1513 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 17 and 605 lb uplift at joint 10. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A01 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598806 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:00:53 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ZFhFcHTPCtm1gz80OFCfp8w2LebIlxFxm62wtrz5lje NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 101 lb up at 6-0-0, and 133 lb down and 101 lb up at 16-10-0 on top chord, and 213 lb down and 114 lb up at 2-0-12, 216 lb down and 71 lb up at 4-0-12, 76 lb down at 6-0-12, 252 lb down and 151 lb up at 8-0-12, 252 lb down and 151 lb up at 10-0-12, 252 lb down and 151 lb up at 12-0-12, 252 lb down and 151 lb up at 14-0-12, 252 lb down and 151 lb up at 16-0-12, 76 lb down at 16-9-4, and 216 lb down and 71 lb up at 18-9-4, and 213 lb down and 114 lb up at 20-9-4 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: 1-2=-60, 2-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 4=-114(F) 6=-114(F) 15=-38(F) 12=-38(F) 18=-213(F) 19=-216(F) 20=-212(F) 21=-212(F) 22=-212(F) 23=-212(F) 24=-212(F) 25=-216(F) 26=-213(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A02 Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598807 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:00:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-wCU8f_XY0POKnk0zAooqWCdmEfCAQ5CgvOmhY3z5ljZ Scale = 1:49.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 3x4 5x6 5x6 3x4 3x4 4x8 4x4 3x4 4x4 3x4 5x6 5x6 3x4 8-0-0 8-0-0 14-10-0 6-10-0 22-10-0 8-0-0 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 14-10-0 6-10-0 18-8-4 3-10-4 22-10-0 4-1-12 24-0-8 1-2-8 1-6-138-0-148-2-131-6-138-0-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-3-0,0-2-1] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.45 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.02 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)15=0-5-8, 11=0-5-8 Max Horz 15=-160(LC 12) Max Uplift 15=-14(LC 14), 11=-14(LC 14) Max Grav 15=983(LC 1), 11=983(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-854/117, 5-6=-607/124, 6-8=-854/117, 2-15=-271/116, 9-11=-271/116 BOT CHORD 14-15=0/678, 12-14=0/643, 11-12=0/615 WEBS 5-14=0/271, 6-12=0/271, 3-15=-840/5, 8-11=-845/5 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-0-0, Exterior(2) 8-0-0 to 12-2-15, Interior(1) 12-2-15 to 14-10-0, Exterior(2) 14-10-0 to 18-9-6, Interior(1) 18-9-6 to 24-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 15 and 14 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A03 Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598808 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-9xXYY3eBvAX2M7CiCBSxN5VPcHEP17W?_HRfN1z5ljQ Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 3x4 5x6 5x6 3x4 5x6 4x8 4x4 3x4 4x4 3x4 5x6 5x6 3x4 10-0-0 10-0-0 12-10-0 2-10-0 22-10-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 12-10-0 2-10-0 17-8-4 4-10-4 22-10-0 5-1-12 24-0-8 1-2-8 1-6-139-8-149-10-131-6-139-8-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-3-0,0-2-1] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.70 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.02 (loc) 11-12 11-12 11 l/defl >999 >557 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)15=0-5-8, 11=0-5-8 Max Horz 15=-188(LC 12) Max Uplift 15=-14(LC 14), 11=-14(LC 14) Max Grav 15=983(LC 1), 11=983(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/91, 3-5=-807/130, 5-6=-539/135, 6-8=-807/130, 8-9=-309/91, 2-15=-357/118, 9-11=-357/118 BOT CHORD 14-15=0/705, 12-14=0/581, 11-12=0/627 WEBS 5-14=-23/275, 6-12=-20/289, 3-15=-767/12, 8-11=-767/12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-0-0, Exterior(2) 10-0-0 to 17-0-15, Interior(1) 17-0-15 to 24-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 15 and 14 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A04 Truss Type Common Qty 3 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598809 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:14 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-SHSB0TjaFKP3hCE2694aAaIaA6fwAP31bteX77z5ljJ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 3x4 5x6 3x4 5x6 4x4 3x4 4x4 3x4 4x4 4x4 5x6 4x4 7-8-8 7-8-8 15-1-8 7-5-0 22-10-0 7-8-8 -1-2-8 1-2-8 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-10-0 5-10-4 24-0-8 1-2-8 1-6-1311-1-01-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.52 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.16 0.02 (loc) 11-13 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size)14=0-5-8, 10=0-5-8 Max Horz 14=-209(LC 12) Max Uplift 14=-14(LC 14), 10=-14(LC 14) Max Grav 14=1013(LC 20), 10=1013(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/141, 3-5=-962/165, 5-7=-962/165, 7-8=-287/141, 2-14=-354/152, 8-10=-354/152 BOT CHORD 13-14=0/806, 11-13=0/581, 10-11=0/724 WEBS 5-11=-66/505, 5-13=-66/505, 3-14=-897/0, 7-10=-897/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-5-0, Exterior(2) 11-5-0 to 14-5-0, Interior(1) 14-5-0 to 24-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 14 and 14 lb uplift at joint 10. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A05 Truss Type Common Qty 12 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598810 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-K3hirqm4JYvUApYpL?9WKQTG8j0q61ecWVclGuz5ljF Scale: 3/16"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 3x4 5x6 3x4 5x6 4x4 3x4 4x4 4x4 5x6 3x4 3x4 4x4 7-8-8 7-8-8 15-1-8 7-5-0 22-4-8 7-3-0 -1-2-8 1-2-8 5-10-4 5-10-4 11-5-0 5-6-12 16-11-12 5-6-12 22-4-8 5-4-12 1-6-1311-1-01-11-710.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.52 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.16 0.02 (loc) 10-12 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 9=Mechanical Max Horz 13=207(LC 13) Max Uplift 13=-13(LC 14) Max Grav 13=995(LC 20), 9=918(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/141, 3-5=-940/164, 5-7=-916/167, 2-13=-353/152 BOT CHORD 12-13=-14/779, 10-12=0/551, 9-10=-8/665 WEBS 5-10=-66/453, 7-9=-923/0, 5-12=-65/511, 3-13=-875/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-5-0, Exterior(2) 11-5-0 to 14-5-0, Interior(1) 14-5-0 to 22-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 13. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A06 Truss Type Half Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598811 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ldNqUspzcTH31HHO07iDy24gix5fJXp2CTqPsDz5ljC Scale = 1:69.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 3x4 5x6 3x4 3x4 5x6 4x4 3x4 1.5x4 4x8 5x6 3x4 5x6 6-2-0 6-2-0 12-0-8 5-10-8 17-2-8 5-2-0 22-4-8 5-2-0 -1-2-8 1-2-8 6-2-0 6-2-0 12-0-8 5-10-8 17-2-8 5-2-0 22-4-8 5-2-0 1-6-1311-5-511-7-411-5-510.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-3-0,0-2-1], [8:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.32 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 9-10 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-8, 3-10, 5-9, 6-9 REACTIONS. (size)8=Mechanical, 13=0-5-8 Max Horz 13=316(LC 13) Max Uplift 8=-94(LC 11) Max Grav 8=1000(LC 20), 13=969(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-964/72, 3-5=-736/151, 5-6=-389/153, 6-7=-387/152, 7-8=-894/159, 2-13=-916/99 BOT CHORD 12-13=-462/550, 10-12=-289/768, 9-10=-203/532 WEBS 3-10=-360/128, 5-10=-38/450, 5-9=-358/139, 6-9=-362/121, 7-9=-152/872, 2-12=0/630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 12-0-8, Exterior(2) 12-0-8 to 16-3-7, Interior(1) 16-3-7 to 22-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 8. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A07 Truss Type Half Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598812 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-s8flCIz7YTwD5HmuHMRGzo7yGAQWsLczB_Ubqzz5lj? Scale = 1:56.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 3x4 3x4 3x4 3x4 4x4 5x9 6x6 4x8 5x6 3x4 5x6 10-0-0 10-0-0 16-2-4 6-2-4 22-4-8 6-2-4 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-2-4 6-2-4 22-4-8 6-2-4 1-6-139-10-139-8-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [6:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.71 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.52 0.02 (loc) 11-12 11-12 8 l/defl >999 >506 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9 REACTIONS. (size)8=Mechanical, 12=0-5-8 Max Horz 12=269(LC 13) Max Uplift 8=-86(LC 11), 12=-4(LC 14) Max Grav 8=984(LC 20), 12=997(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/89, 3-5=-825/124, 5-6=-490/138, 6-7=-488/137, 7-8=-854/145, 2-12=-362/119 BOT CHORD 11-12=-290/720, 9-11=-188/631 WEBS 5-11=-1/415, 5-9=-256/88, 6-9=-436/136, 7-9=-131/869, 3-12=-741/8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-0-0, Exterior(2) 10-0-0 to 14-2-15, Interior(1) 14-2-15 to 22-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 8 and 4 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A08 Truss Type Half Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598813 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-9UaOgh2WudpDRLpEBK3vmGv8p?t8?YY?oagSZ3z5liu Scale = 1:49.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 3x4 5x6 5x6 3x4 3x4 3x4 4x4 5x9 4x8 3x4 5x6 8-0-0 8-0-0 15-2-4 7-2-4 22-4-8 7-2-4 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 15-2-4 7-2-4 22-4-8 7-2-4 1-6-138-0-148-2-138-0-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-4-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.46 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.01 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9 REACTIONS. (size)8=Mechanical, 12=0-5-8 Max Horz 12=224(LC 13) Max Uplift 8=-71(LC 11), 12=-7(LC 14) Max Grav 8=946(LC 20), 12=967(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-858/111, 5-6=-621/122, 6-7=-619/121, 7-8=-819/126, 2-12=-266/116 BOT CHORD 11-12=-253/679, 9-11=-177/656 WEBS 5-11=0/282, 6-9=-506/149, 7-9=-108/898, 3-12=-844/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-0-0, Exterior(2) 8-0-0 to 12-2-15, Interior(1) 12-2-15 to 22-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 8 and 7 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A09 Truss Type Half Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598814 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-SqV2857vFmhEnQra6IhYYliOhpM38oQ1PAtKJ9z5lin Scale = 1:43.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x8 3x4 4x4 3x4 5x6 3x4 4x4 3x4 3x4 1.5x4 4x8 1.5x4 5x6 6-0-0 6-0-0 11-6-1 5-6-1 16-10-7 5-4-5 22-4-8 5-6-1 -1-2-8 1-2-8 3-1-12 3-1-12 6-0-0 2-10-4 11-6-1 5-6-1 16-10-7 5-4-5 22-4-8 5-6-1 1-6-136-6-1310.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.12 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 14=0-5-8 Max Horz 14=180(LC 7) Max Uplift 9=-464(LC 7), 14=-401(LC 10) Max Grav 9=1777(LC 1), 14=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/142, 3-4=-1673/426, 4-5=-1565/419, 5-7=-1158/322, 7-8=-1158/322, 8-9=-1651/463, 2-14=-331/135 BOT CHORD 13-14=-358/1112, 11-13=-377/1269, 10-11=-443/1564 WEBS 3-13=-109/296, 4-13=-44/400, 4-11=-127/476, 5-10=-620/168, 7-10=-633/249, 8-10=-445/1744, 3-14=-1552/269 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 9 and 401 lb uplift at joint 14. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss A09 Truss Type Half Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598814 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:01:48 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-SqV2857vFmhEnQra6IhYYliOhpM38oQ1PAtKJ9z5lin NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 93 lb up at 6-0-0, 115 lb down and 89 lb up at 8-0-12, 115 lb down and 89 lb up at 10-0-12, 115 lb down and 89 lb up at 12-0-12, 115 lb down and 89 lb up at 14-0-12, 115 lb down and 89 lb up at 16-0-12, 115 lb down and 89 lb up at 18-0-12, and 115 lb down and 89 lb up at 20-0-12, and 129 lb down and 81 lb up at 22-2-12 on top chord, and 213 lb down and 114 lb up at 2-0-12, 216 lb down and 71 lb up at 4-0-12, 76 lb down and 23 lb up at 6-0-12, 76 lb down and 23 lb up at 8-0-12, 76 lb down and 23 lb up at 10-0-12, 76 lb down and 23 lb up at 12-0-12, 76 lb down and 23 lb up at 14-0-12, 76 lb down and 23 lb up at 16-0-12, 76 lb down and 23 lb up at 18-0-12, and 76 lb down and 23 lb up at 20-0-12, and 93 lb down and 14 lb up at 22-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 4=-104(B) 6=-104(B) 8=-129(B) 9=-46(B) 13=-38(B) 15=-104(B) 17=-104(B) 18=-104(B) 19=-104(B) 20=-104(B) 21=-104(B) 22=-213(B) 23=-216(B) 24=-38(B) 25=-38(B) 26=-38(B) 27=-38(B) 28=-38(B) 29=-38(B) 30=-38(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B01 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598815 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:02:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-A0eFpJSru35PWaPnBTgu8RKzViZsz_B?dswGm5z5liM Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x9 5x6 5x9 4x8 4x4 5x6 4x4 3x4 4x8 1.5x4 3x4 4x4 4x4 5x6 3x4 5x6 5x6 3x4 4x8 5x6 6-0-0 6-0-0 12-1-2 6-1-2 18-0-8 5-11-6 23-11-14 5-11-6 30-1-0 6-1-2 36-1-0 6-0-0 -1-2-8 1-2-8 3-1-12 3-1-12 6-0-0 2-10-4 12-1-2 6-1-2 18-0-8 5-11-6 23-11-14 5-11-6 30-1-0 6-1-2 32-11-4 2-10-4 36-1-0 3-1-12 37-3-8 1-2-8 1-6-136-6-131-6-136-6-1310.00 12 Plate Offsets (X,Y)-- [4:0-7-4,0-2-0], [6:0-3-0,Edge], [8:0-3-0,Edge], [10:0-7-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.15 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.04 (loc) 18 18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 452 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=139(LC 9) Max Uplift 22=-541(LC 10), 14=-541(LC 10) Max Grav 22=2899(LC 1), 14=2899(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/154, 3-4=-3023/600, 4-5=-3668/689, 5-7=-4099/737, 7-9=-4099/737, 9-10=-3673/687, 10-11=-3031/601, 11-12=-375/154, 2-22=-400/144, 12-14=-400/144 BOT CHORD 21-22=-344/2035, 20-21=-383/2363, 18-20=-565/3711, 16-18=-560/3691, 15-16=-360/2320, 14-15=-289/1965 WEBS 3-21=-113/583, 4-20=-289/1964, 5-20=-1203/320, 5-18=-69/643, 7-18=-670/251, 9-18=-71/649, 9-16=-1201/318, 10-16=-286/1959, 11-15=-114/584, 3-22=-2840/433, 11-14=-2839/433 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 22 and 541 lb uplift at joint 14. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B01 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598815 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:02:16 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-eDBd0fTTfNDG8k_zlAB7gfs8F5v5iRR9rWfpIXz5liL NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 94 lb up at 6-0-0, 110 lb down and 89 lb up at 8-0-12, 110 lb down and 89 lb up at 10-0-12, 114 lb down and 97 lb up at 12-0-12, 114 lb down and 97 lb up at 14-0-12, 114 lb down and 97 lb up at 16-0-12, 114 lb down and 97 lb up at 18-0-12, 114 lb down and 97 lb up at 20-0-12, 114 lb down and 97 lb up at 22-0-12, 114 lb down and 97 lb up at 24-0-12, 110 lb down and 89 lb up at 26-0-12, and 110 lb down and 89 lb up at 28-0-12, and 123 lb down and 94 lb up at 30-1-0 on top chord, and 213 lb down and 114 lb up at 2-0-12, 216 lb down and 71 lb up at 4-0-12, 76 lb down and 23 lb up at 6-0-12, 76 lb down and 23 lb up at 8-0-12, 76 lb down and 23 lb up at 10-0-12, 76 lb down at 12-0-12, 76 lb down at 14-0-12, 76 lb down at 16-0-12, 76 lb down at 18-0-12, 76 lb down at 20-0-12, 76 lb down at 22-0-12, 76 lb down at 24-0-12, 76 lb down and 23 lb up at 26-0-12, 76 lb down and 23 lb up at 28-0-12, 76 lb down and 23 lb up at 30-0-4, and 216 lb down and 71 lb up at 32-0-4, and 213 lb down and 114 lb up at 34-0-4 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: 1-2=-60, 2-4=-60, 4-10=-60, 10-12=-60, 12-13=-60, 14-22=-20 Concentrated Loads (lb) Vert: 4=-104(B) 10=-104(B) 19=-38(B) 21=-38(B) 20=-38(B) 5=-114(B) 18=-38(B) 7=-114(B) 9=-114(B) 16=-38(B) 15=-38(B) 8=-114(B) 23=-104(B) 24=-104(B) 26=-114(B) 27=-114(B) 28=-114(B) 30=-104(B) 31=-104(B) 32=-213(B) 33=-216(B) 34=-38(B) 35=-38(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-38(B) 41=-38(B) 42=-216(B) 43=-213(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B01A Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598816 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:02:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-xqei3tmW?lEs0Qpa9DdlfjsCNn5LJCGhMFT478z5lhz Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 2526 27 28 29 30 31 32 33 34 35 36 37 38 3940 41 42 43 44 45 46 47 48 49 50 51 5x6 5x9 4x8 4x8 4x8 3x4 1.5x4 4x8 3x4 3x4 3x4 5x6 4x8 6-0-0 6-0-0 13-3-2 7-3-2 20-4-8 7-1-6 27-5-14 7-1-6 34-9-0 7-3-2 36-1-0 1-4-0 -1-2-8 1-2-8 3-1-12 3-1-12 6-0-0 2-10-4 13-3-2 7-3-2 20-4-8 7-1-6 27-5-14 7-1-6 34-9-0 7-3-2 36-1-0 1-4-0 1-6-136-6-135-5-86-6-1310.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [6:0-3-0,Edge], [8:0-3-0,Edge], [10:0-7-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.18 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.19 0.03 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 454 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-1 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=170(LC 9) Max Uplift 20=-644(LC 10), 12=-595(LC 10) Max Grav 20=2855(LC 1), 12=2712(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/166, 3-4=-2996/722, 4-5=-2342/590, 5-7=-4001/971, 7-9=-4001/971, 9-10=-3015/741, 10-11=-718/199, 2-20=-413/157, 11-12=-2714/579 BOT CHORD 19-20=-513/1999, 17-19=-906/3896, 16-17=-906/3896, 14-16=-719/3017, 13-14=-154/574 WEBS 3-19=-146/597, 4-19=-272/1409, 5-19=-2062/455, 5-17=0/552, 5-16=-54/253, 7-16=-758/269, 9-16=-305/1340, 9-14=-1734/510, 10-14=-741/3216, 10-13=-2148/606, 3-20=-2772/542, 11-13=-533/2390 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 5x6 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 20 and 595 lb uplift at joint 12. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B01A Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598816 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:02:40 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-xqei3tmW?lEs0Qpa9DdlfjsCNn5LJCGhMFT478z5lhz NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 94 lb up at 6-0-0, 110 lb down and 89 lb up at 8-0-12, 110 lb down and 89 lb up at 10-0-12, 108 lb down and 89 lb up at 12-0-12, 108 lb down and 89 lb up at 14-0-12, 108 lb down and 89 lb up at 16-0-12, 108 lb down and 89 lb up at 18-0-12, 108 lb down and 89 lb up at 20-0-12, 108 lb down and 89 lb up at 22-0-12, 109 lb down and 89 lb up at 24-0-12, 110 lb down and 89 lb up at 26-0-12, 110 lb down and 89 lb up at 28-0-12, 110 lb down and 89 lb up at 30-0-12, and 110 lb down and 89 lb up at 32-0-12, and 111 lb down and 91 lb up at 34-0-12 on top chord, and 213 lb down and 114 lb up at 2-0-12, 216 lb down and 71 lb up at 4-0-12, 76 lb down and 23 lb up at 6-0-12, 76 lb down and 23 lb up at 8-0-12, 76 lb down and 23 lb up at 10-0-12, 76 lb down and 23 lb up at 12-0-12, 76 lb down and 23 lb up at 14-0-12, 76 lb down and 23 lb up at 16-0-12, 76 lb down and 23 lb up at 18-0-12, 76 lb down and 23 lb up at 20-0-12, 76 lb down and 23 lb up at 22-0-12, 76 lb down and 23 lb up at 24-0-12, 76 lb down and 23 lb up at 26-0-12, 76 lb down and 23 lb up at 28-0-12, 76 lb down and 23 lb up at 30-0-12, and 76 lb down and 23 lb up at 32-0-12, and 76 lb down and 23 lb up at 34-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-10=-60, 10-11=-60, 12-20=-20 Concentrated Loads (lb) Vert: 4=-104(F) 6=-104(F) 18=-38(F) 19=-38(F) 8=-104(F) 15=-38(F) 21=-104(F) 22=-104(F) 25=-104(F) 26=-104(F) 27=-104(F) 28=-104(F) 29=-104(F) 31=-104(F) 32=-104(F) 33=-104(F) 34=-104(F) 35=-104(F) 36=-213(F) 37=-216(F) 38=-38(F) 39=-38(F) 41=-38(F) 42=-38(F) 43=-38(F) 44=-38(F) 45=-38(F) 47=-38(F) 48=-38(F) 49=-38(F) 50=-38(F) 51=-38(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B02 Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598817 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:02:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-elFU9HtoepVRDyaVkJo53qGxApRgffH9gpucUZz5lhp Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 34 5x6 5x6 5x6 5x6 3x4 4x8 1.5x4 3x4 3x4 3x4 3x4 3x4 5x6 8-0-0 8-0-0 14-8-15 6-8-15 21-4-1 6-7-3 28-1-0 6-8-15 36-1-0 8-0-0 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 14-8-15 6-8-15 21-4-1 6-7-3 28-1-0 6-8-15 31-11-4 3-10-4 36-1-0 4-1-12 37-3-8 1-2-8 1-6-138-0-148-2-131-6-138-0-1410.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,Edge], [9:0-3-0,0-2-1], [10:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.43 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.07 (loc) 18-20 20-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-18 REACTIONS. (size)21=0-3-8, 14=0-3-8 Max Horz 21=-170(LC 12) Max Uplift 21=-4(LC 14), 14=-4(LC 14) Max Grav 21=1517(LC 20), 14=1526(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1584/143, 5-6=-1664/163, 6-8=-1662/162, 8-9=-1684/163, 9-11=-1595/143, 2-21=-294/121, 12-14=-294/121 BOT CHORD 20-21=-16/1180, 18-20=0/1243, 17-18=0/1715, 15-17=0/1192, 14-15=0/1082 WEBS 5-18=-42/793, 6-18=-438/112, 8-17=-472/110, 9-17=-43/803, 3-21=-1528/23, 11-14=-1538/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 8-0-0, Exterior(2) 8-0-0 to 13-1-4, Interior(1) 13-1-4 to 28-1-0, Exterior(2) 28-1-0 to 33-2-4, Interior(1) 33-2-4 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 21 and 4 lb uplift at joint 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B02A Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598818 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ptPeT20h2Cut1ewct7Vg?8EpNECEkdqnB03hNQz5lhe Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 31 32 5x6 5x6 5x6 5x6 1.5x4 4x8 3x4 3x4 3x4 3x4 3x4 3x4 5x6 8-0-0 8-0-0 14-8-15 6-8-15 21-4-1 6-7-3 28-1-0 6-8-15 36-1-0 8-0-0 -1-2-8 1-2-8 4-1-12 4-1-12 8-0-0 3-10-4 14-8-15 6-8-15 21-4-1 6-7-3 28-1-0 6-8-15 31-11-4 3-10-4 36-1-0 4-1-12 1-6-138-0-148-2-131-6-138-0-1410.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,Edge], [9:0-3-0,0-2-1], [10:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.43 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.07 (loc) 17-19 19-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-17 REACTIONS. (size)20=0-3-8, 13=Mechanical Max Horz 20=163(LC 13) Max Uplift 20=-4(LC 14) Max Grav 20=1519(LC 20), 13=1451(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1586/144, 5-6=-1667/163, 6-8=-1665/162, 8-9=-1687/166, 9-11=-1604/148, 2-20=-294/121 BOT CHORD 19-20=-59/1171, 17-19=0/1234, 16-17=-15/1709, 14-16=0/1186, 13-14=-46/1090 WEBS 6-17=-438/112, 8-16=-471/109, 5-17=-42/795, 9-16=-42/801, 3-20=-1530/24, 11-13=-1554/67 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 8-0-0, Exterior(2) 8-0-0 to 13-1-4, Interior(1) 13-1-4 to 28-1-0, Exterior(2) 28-1-0 to 33-2-4, Interior(1) 33-2-4 to 35-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 20. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B03 Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598819 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-e1nvj55Se2e0lZNmEOc4FPTv1f9k8TCfayW0a4z5lhY Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 5x6 5x6 5x6 5x6 4x8 3x4 3x4 3x4 4x8 4x4 4x8 4x8 4x4 5x6 10-0-0 10-0-0 18-0-8 8-0-8 26-1-0 8-0-8 36-1-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 15-4-5 5-4-5 20-8-11 5-4-5 26-1-0 5-4-5 30-11-4 4-10-4 36-1-0 5-1-12 37-3-8 1-2-8 1-6-139-8-149-10-131-6-139-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,Edge], [9:0-3-0,0-2-1], [10:0-3-0,Edge], [12:0-2-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.81 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.07 (loc) 14-15 14-15 14 l/defl >999 >962 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-15, 3-20, 11-14 REACTIONS. (size)20=0-3-8, 14=0-3-8 Max Horz 20=199(LC 13) Max Uplift 20=-4(LC 14), 14=-4(LC 14) Max Grav 20=1593(LC 20), 14=1593(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/97, 3-5=-1631/156, 5-6=-1201/157, 6-8=-1476/164, 8-9=-1201/157, 9-11=-1631/155, 11-12=-330/97, 2-20=-379/128, 12-14=-379/129 BOT CHORD 19-20=-11/1286, 17-19=0/1503, 15-17=0/1484, 14-15=0/1160 WEBS 5-19=-16/735, 6-19=-569/58, 8-15=-569/58, 9-15=-16/735, 3-20=-1501/26, 11-14=-1500/26 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 10-0-0, Exterior(2) 10-0-0 to 15-4-5, Interior(1) 15-4-5 to 26-1-0, Exterior(2) 26-1-0 to 31-0-7, Interior(1) 31-0-7 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 20 and 4 lb uplift at joint 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B03A Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598820 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-PZGxPqBTlVfujo_Ji3lyZ5pH?uua054qQCSRscz5lhQ Scale = 1:67.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 31 5x6 5x6 5x6 5x6 4x8 3x4 3x4 3x4 4x8 4x4 4x4 4x8 4x8 5x6 10-0-0 10-0-0 18-0-8 8-0-8 26-1-0 8-0-8 36-1-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 15-4-5 5-4-5 20-8-11 5-4-5 26-1-0 5-4-5 30-11-4 4-10-4 36-1-0 5-1-12 1-6-139-8-149-10-131-6-139-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,Edge], [9:0-3-0,0-2-1], [10:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.81 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.07 (loc) 13-14 13-14 13 l/defl >999 >961 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-14, 3-19, 11-13 REACTIONS. (size)19=0-3-8, 13=Mechanical Max Horz 19=192(LC 13) Max Uplift 19=-4(LC 14) Max Grav 19=1594(LC 20), 13=1518(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/97, 3-5=-1633/155, 5-6=-1202/158, 6-8=-1479/166, 8-9=-1204/156, 9-11=-1638/160, 11-12=-304/68, 2-19=-379/128, 12-13=-279/60 BOT CHORD 18-19=-55/1278, 16-18=0/1495, 14-16=0/1477, 13-14=-41/1167 WEBS 5-18=-16/736, 6-18=-571/58, 8-14=-569/58, 9-14=-21/742, 3-19=-1502/27, 11-13=-1517/66 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 10-0-0, Exterior(2) 10-0-0 to 15-4-5, Interior(1) 15-4-5 to 26-1-0, Exterior(2) 26-1-0 to 31-0-7, Interior(1) 31-0-7 to 35-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 19. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B04 Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598821 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ahQ5jbJNAt1KXUKQrtSXWPm8jJex51iSxPcWlUz5lhF Scale = 1:71.6 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 6x6 6x6 5x6 4x8 5x6 3x4 4x8 3x4 3x4 4x8 5x6 9-2-0 9-2-0 18-0-8 8-10-8 26-11-0 8-10-8 36-1-0 9-2-0 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 24-1-0 6-0-8 29-11-4 5-10-4 36-1-0 6-1-12 37-3-8 1-2-8 1-6-1311-4-1411-6-131-6-1311-4-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-1-0], [7:0-3-0,0-1-0], [8:0-3-0,Edge], [10:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.83 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.32 0.07 (loc) 15-17 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-15,7-15: 2x6 SP DSS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 3-18, 9-12 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=228(LC 13) Max Uplift 18=-4(LC 14), 12=-4(LC 14) Max Grav 18=1632(LC 20), 12=1632(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-378/141, 3-5=-1708/191, 5-6=-1309/181, 6-7=-1309/181, 7-9=-1708/191, 9-10=-377/141, 2-18=-426/160, 10-12=-426/160 BOT CHORD 17-18=0/1377, 15-17=0/1219, 13-15=0/1162, 12-13=0/1239 WEBS 5-17=-32/460, 5-15=-16/463, 6-15=-446/102, 7-15=-16/463, 7-13=-32/460, 3-18=-1566/0, 9-12=-1566/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 18 and 4 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B04A Truss Type Hip Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598822 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:34 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-LDv6OKQOHL2BUjxyJZbPr55VHYQ_zfTdnfYx10z5lh7 Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 6x6 6x6 5x6 5x6 4x8 3x4 4x8 3x4 4x8 3x4 5x6 6-1-12 6-1-12 9-2-0 3-0-4 12-0-0 2-10-0 18-0-8 6-0-8 24-1-0 6-0-8 26-11-0 2-10-0 29-11-4 3-0-4 36-1-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 24-1-0 6-0-8 29-11-4 5-10-4 36-1-0 6-1-12 1-6-1311-4-1411-6-131-6-1311-4-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-1-4], [7:0-3-0,0-1-4], [8:0-3-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.62 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.06 (loc) 14-16 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP DSS BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 3-17, 9-11 REACTIONS. (size)11=Mechanical, 17=0-3-8 Max Horz 17=221(LC 13) Max Uplift 17=-4(LC 14) Max Grav 11=1559(LC 21), 17=1636(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-378/141, 3-5=-1714/192, 5-6=-1315/183, 6-7=-1315/183, 7-9=-1721/195, 9-10=-334/104, 2-17=-427/160, 10-11=-315/90 BOT CHORD 16-17=-38/1371, 14-16=0/1213, 12-14=0/1158, 11-12=-24/1243 WEBS 5-16=-31/460, 5-14=-16/466, 6-14=-444/103, 7-14=-16/464, 7-12=-32/470, 3-17=-1571/0, 9-11=-1596/14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 35-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 17. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B05 Truss Type Piggyback Base Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598823 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-E_9dEiTvLZYdzKFjYPfL?xGBP9kkvTeDiHW9Anz5lh3 Scale = 1:71.2 1 2 3 4 5 6 7 8 9 1011 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x6 5x6 4x8 5x9 5x9 3x4 5x9 4x8 9-2-0 9-2-0 18-0-8 8-10-8 26-11-0 8-10-8 36-1-0 9-2-0 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 24-1-0 6-0-8 29-11-4 5-10-4 36-1-0 6-1-12 37-3-8 1-2-8 1-6-1311-6-131-6-1311-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-3-0,Edge], [10:0-3-0,0-1-12], [13:0-4-8,0-3-4], [14:0-4-8,0-3-0], [15:0-4-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.83 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.32 0.07 (loc) 14-15 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-14,7-14: 2x6 SP DSS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 3-16, 9-12 REACTIONS. (size)16=0-3-8, 12=0-3-8 Max Horz 16=-229(LC 12) Max Uplift 16=-4(LC 14), 12=-4(LC 14) Max Grav 16=1632(LC 20), 12=1632(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/140, 3-5=-1714/192, 5-6=-1289/181, 6-7=-1289/181, 7-9=-1714/192, 9-10=-372/140, 2-16=-421/159, 10-12=-421/159 BOT CHORD 15-16=0/1380, 14-15=0/1212, 13-14=0/1156, 12-13=0/1242 WEBS 5-15=-34/475, 5-14=-17/444, 6-14=-416/97, 7-14=-17/444, 7-13=-34/475, 3-16=-1574/0, 9-12=-1573/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 16 and 4 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B05A Truss Type Piggyback Base Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598824 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-byyWHPX196Aw457hLyFWi?z1lAQrajfysZEws?z5lh_ Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x6 5x6 4x8 5x9 5x9 3x4 4x8 5x9 6-1-12 6-1-12 9-2-0 3-0-4 12-0-0 2-10-0 18-0-8 6-0-8 24-1-0 6-0-8 26-11-0 2-10-0 29-11-4 3-0-4 36-1-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 24-1-0 6-0-8 29-11-4 5-10-4 36-1-0 6-1-12 1-6-1311-6-131-6-1311-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-3-0,Edge], [12:0-4-8,0-3-4], [13:0-4-8,0-3-0], [14:0-4-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.83 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.32 0.07 (loc) 12-13 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 3-15, 9-11 REACTIONS. (size)15=0-3-8, 11=Mechanical Max Horz 15=223(LC 13) Max Uplift 15=-4(LC 14) Max Grav 15=1636(LC 20), 11=1560(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/140, 3-5=-1719/193, 5-6=-1295/183, 6-7=-1295/183, 7-9=-1727/197, 9-10=-330/103, 2-15=-422/159, 10-11=-311/89 BOT CHORD 14-15=-38/1374, 13-14=0/1207, 12-13=0/1152, 11-12=-24/1246 WEBS 5-14=-34/474, 5-13=-17/446, 6-13=-414/98, 7-13=-17/445, 7-12=-34/484, 3-15=-1579/0, 9-11=-1603/16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 35-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 15. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B06 Truss Type Piggyback Base Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598825 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-TjB17naYDKhLYjRSaoKSsr7jknonWXfYmAC7_mz5lgw Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x6 5x6 4x8 5x9 5x9 3x4 4x8 5x9 6-1-12 6-1-12 9-2-0 3-0-4 12-0-0 2-10-0 18-0-8 6-0-8 24-1-0 6-0-8 26-11-0 2-10-0 29-11-4 3-0-4 36-1-0 6-1-12 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 24-1-0 6-0-8 29-11-4 5-10-4 36-1-0 6-1-12 37-3-8 1-2-8 1-6-1311-6-131-6-1311-6-1310.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [7:0-3-0,Edge], [9:0-3-0,0-1-12], [12:0-4-8,0-3-4], [13:0-4-8,0-3-0], [14:0-4-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.83 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.32 0.07 (loc) 13-14 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 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 5-13, 2-15, 8-11 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=-223(LC 12) Max Uplift 11=-4(LC 14) Max Grav 15=1560(LC 20), 11=1636(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-330/103, 2-4=-1727/197, 4-5=-1295/183, 5-6=-1295/183, 6-8=-1719/193, 8-9=-372/140, 1-15=-311/89, 9-11=-421/159 BOT CHORD 14-15=0/1392, 13-14=0/1218, 12-13=0/1161, 11-12=0/1246 WEBS 4-14=-34/484, 4-13=-17/445, 5-13=-414/98, 6-13=-17/446, 6-12=-34/474, 2-15=-1603/16, 8-11=-1579/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-9-1, Interior(1) 3-9-1 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B07 Truss Type Piggyback Base Qty 6 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598826 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:53 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ItZINqeJpARVGeucw2Rt66NlPCsEwFPQ96fRBPz5lgq Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5x6 5x6 5x6 5x6 4x8 5x9 5x6 5x9 3x4 5x6 4x8 3x4 5x9 5x6 6-1-12 6-1-12 9-2-0 3-0-4 12-0-0 2-10-0 18-0-8 6-0-8 24-1-0 6-0-8 26-11-0 2-10-0 29-9-12 2-10-12 35-10-0 6-0-4 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 24-1-0 6-0-8 29-9-12 5-8-12 29-11-4 0-1-8 35-10-0 5-10-12 1-6-1311-6-131-9-511-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-3-0,Edge], [12:0-4-8,0-3-4], [13:0-4-8,0-3-0], [14:0-4-8,0-3-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.83 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.32 0.07 (loc) 12-13 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 3-15, 9-11 REACTIONS. (size)15=0-3-8, 11=Mechanical Max Horz 15=224(LC 13) Max Uplift 15=-4(LC 14) Max Grav 15=1625(LC 20), 11=1549(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/139, 3-5=-1705/192, 5-6=-1277/182, 6-7=-1277/182, 7-9=-1680/195, 9-10=-279/101, 2-15=-421/158, 10-11=-273/82 BOT CHORD 14-15=-45/1364, 13-14=0/1195, 12-13=0/1128, 11-12=-28/1195 WEBS 5-14=-34/476, 5-13=-18/435, 6-13=-414/97, 7-13=-15/456, 7-12=-33/440, 3-15=-1565/0, 9-11=-1609/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-8, Interior(1) 2-4-8 to 12-0-0, Exterior(2) 12-0-0 to 17-0-13, Interior(1) 17-0-13 to 24-1-0, Exterior(2) 24-1-0 to 29-1-13, Interior(1) 29-1-13 to 35-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 15. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B07A Truss Type Piggyback Base Qty 3 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598827 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:03:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-71wZetj4O0Be_ZMmHJXHMNdkbd_QK0DJX26mP3z5lgk Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 5x6 5x6 3x4 5x6 3x4 5x9 5x6 4x4 4x8 3x4 1.5x4 4x8 1.5x4 3x4 3x4 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 19-11-8 1-11-0 24-1-0 4-1-8 29-11-4 5-10-4 36-1-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 19-11-8 1-11-0 24-1-0 4-1-8 29-11-4 5-10-4 36-1-0 6-1-12 37-3-8 1-2-8 1-6-1311-6-130-10-130-8-011-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-0,Edge], [5:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-3-0,Edge], [11:Edge,0-0-0], [17:0-3-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.46 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.06 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP DSS - 4-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 6-19 REACTIONS. (size)23=0-3-8, 11=0-5-8 Max Horz 23=-219(LC 12) Max Uplift 23=-4(LC 14), 11=-2(LC 14) Max Grav 23=1519(LC 1), 11=1510(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/98, 3-5=-1461/180, 5-6=-1243/179, 6-7=-1239/177, 7-9=-1547/174, 9-11=-1870/91, 2-23=-1461/121 BOT CHORD 22-23=-156/278, 20-22=0/1274, 16-17=0/1175, 15-16=0/1138, 13-15=0/1304, 11-13=0/1304 WEBS 3-20=-268/108, 5-20=-22/262, 7-15=-9/438, 9-15=-341/106, 2-22=0/1083, 17-19=0/261, 6-17=-411/97, 17-20=0/1072, 5-17=-8/508, 7-17=-30/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 2-4-13, Interior(1) 2-4-13 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 23 and 2 lb uplift at joint 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss B07B Truss Type Piggyback Base Qty 8 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598828 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:04:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-uZPbJcp5WUCWynzIl_h9g3y5ZrjJCdDUNI2Bhbz5lgc Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 5x6 5x6 3x4 5x6 3x4 5x9 5x6 4x4 4x8 1.5x4 4x8 3x4 1.5x4 3x4 3x4 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 19-11-8 1-11-0 24-1-0 4-1-8 29-11-4 5-10-4 36-1-0 6-1-12 6-1-12 6-1-12 12-0-0 5-10-4 18-0-8 6-0-8 19-11-8 1-11-0 24-1-0 4-1-8 29-11-4 5-10-4 36-1-0 6-1-12 37-3-8 1-2-8 1-6-1311-6-130-10-130-8-011-6-1310.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-0,Edge], [4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [7:0-3-0,Edge], [10:Edge,0-0-0], [16:0-3-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.39 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.06 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SP DSS BOT CHORD 2x4 SPF No.2 *Except* 13-16,10-13: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP DSS -t 4-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-19, 5-18 REACTIONS. (size)22=Mechanical, 10=0-5-8 Max Horz 22=-212(LC 12) Max Uplift 10=-1(LC 14) Max Grav 22=1436(LC 1), 10=1512(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1626/98, 2-4=-1468/184, 4-5=-1246/179, 5-6=-1242/178, 6-8=-1550/173, 8-10=-1872/91, 1-22=-1378/84 BOT CHORD 21-22=-151/262, 19-21=0/1283, 15-16=0/1169, 14-15=0/1140, 12-14=0/1305, 10-12=0/1305 WEBS 2-19=-277/109, 4-19=-22/266, 6-14=-8/439, 8-14=-340/106, 1-21=0/1102, 16-18=0/260, 5-16=-412/98, 16-19=0/1068, 4-16=-8/507, 6-16=-30/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-9-1, Interior(1) 3-9-1 to 12-0-0, Exterior(2) 12-0-0 to 17-1-4, Interior(1) 17-1-4 to 24-1-0, Exterior(2) 24-1-0 to 29-2-4, Interior(1) 29-2-4 to 37-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 10. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss C01 Truss Type Hip Girder Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598829 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:04:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-BSN5weJps4NhN5bAf6wmri9AzNpHJEdWoATsdjz5lfz Scale = 1:28.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 4x8 4x8 3x4 5x6 3x4 4x8 1.5x4 3x4 5x6 3x4 5x6 2-5-0 2-5-0 7-8-0 5-3-0 12-11-0 5-3-0 15-4-0 2-5-0 -1-2-8 1-2-8 2-5-0 2-5-0 7-8-0 5-3-0 12-11-0 5-3-0 15-4-0 2-5-0 16-6-8 1-2-8 1-6-133-7-01-6-133-7-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [3:0-6-4,0-2-0], [5:0-6-4,0-2-0], [6:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-83(LC 8) Max Uplift 13=-253(LC 10), 8=-224(LC 10) Max Grav 13=714(LC 36), 8=702(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/250, 3-4=-788/311, 4-5=-788/311, 5-6=-577/224, 2-13=-706/266, 6-8=-695/240 BOT CHORD 10-12=-182/453, 9-10=-147/425 WEBS 3-10=-146/442, 4-10=-357/158, 5-10=-172/454, 2-12=-194/498, 6-9=-171/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 13 and 224 lb uplift at joint 8. 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) 49 lb down and 53 lb up at 2-5-0, 50 lb down and 51 lb up at 2-10-4, 56 lb down and 49 lb up at 4-10-4, 56 lb down and 49 lb up at 6-10-4, 56 lb down and 49 lb up at 8-10-4, and 56 lb down and 49 lb up at 10-10-4, and 49 lb down and 53 lb up at 12-11-0 on top chord, and 49 lb down and 65 lb up at 2-5-0, 20 lb down and 27 lb up at 2-10-4, 20 lb down and 27 lb up at 4-10-4, 20 lb down and 27 lb up at 6-10-4, 20 lb down and 27 lb up at 8-10-4, and 20 lb down and 27 lb up at 10-10-4, and 49 lb down and 65 lb up at 12-10-4 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). LOAD CASE(S) Standard Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss C01 Truss Type Hip Girder Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598829 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:04:48 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-BSN5weJps4NhN5bAf6wmri9AzNpHJEdWoATsdjz5lfz LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-0(F) 9=-2(F) 21=1(F) 22=1(F) 23=1(F) 24=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss C02 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598830 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:05:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-q1d20Yf?1_0aLYJlrhxZWps4f3bMcFOoTB?u8Yz5lfW Scale = 1:33.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 5x6 4x8 6x8 6x12 MT20HS 5x6 8x8 1.5x4 10x10 5x6 3x4 5x6 4-5-0 4-5-0 9-2-8 4-9-8 10-11-0 1-8-8 15-4-0 4-5-0 4-5-0 4-5-0 9-2-8 4-9-8 10-11-0 1-8-8 15-4-0 4-5-0 16-6-8 1-2-8 1-6-135-3-01-6-135-3-010.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-6-4,0-2-0], [4:0-6-4,0-2-0], [5:0-2-12,0-2-0], [10:0-3-8,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.48 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 197 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Horz 12=-105(LC 30) Max Grav 12=5793(LC 4), 7=3801(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5208/0, 2-3=-4351/0, 3-4=-4352/0, 4-5=-4221/0, 1-12=-4451/0, 5-7=-3753/0 BOT CHORD 10-12=0/418, 9-10=0/4005, 8-9=0/3130 WEBS 2-10=0/2795, 2-9=-634/532, 4-9=0/3712, 4-8=-1032/0, 1-10=0/3707, 5-8=0/3151 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) 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) 1496 lb down at 1-3-4, 1495 lb down at 3-3-4, 1454 lb down at 5-3-4, and 1410 lb down at 7-3-4, and 2631 lb down and 615 lb up at 9-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss C02 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598830 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:05:17 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-q1d20Yf?1_0aLYJlrhxZWps4f3bMcFOoTB?u8Yz5lfW LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 11=-1410(F) 9=-2631(F) 13=-1410(F) 14=-1410(F) 15=-1410(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss D01 Truss Type Hip Girder Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598831 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:06:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-Rpb2DbfRjBMxB8bWfvPor6F9V7iKpRDsKxsE1oz5leE Scale = 1:27.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 4x8 4x8 3x4 5x6 3x4 4x8 1.5x4 3x4 5x6 3x4 5x6 2-5-0 2-5-0 7-4-0 4-11-0 12-3-0 4-11-0 14-8-0 2-5-0 -1-2-8 1-2-8 2-5-0 2-5-0 7-4-0 4-11-0 12-3-0 4-11-0 14-8-0 2-5-0 15-10-8 1-2-8 1-6-133-7-01-6-133-7-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [3:0-6-4,0-2-0], [5:0-6-4,0-2-0], [6:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 8=0-5-8 Max Horz 13=83(LC 9) Max Uplift 13=-210(LC 10), 8=-215(LC 10) Max Grav 13=671(LC 36), 8=673(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-544/210, 3-4=-712/278, 4-5=-712/278, 5-6=-547/216, 2-13=-661/225, 6-8=-663/231 BOT CHORD 10-12=-149/417, 9-10=-139/401 WEBS 3-10=-149/403, 4-10=-334/148, 5-10=-144/401, 2-12=-157/454, 6-9=-162/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 13 and 215 lb uplift at joint 8. 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) 49 lb down and 53 lb up at 2-5-0, 56 lb down and 49 lb up at 4-5-12, 56 lb down and 49 lb up at 6-5-12, 56 lb down and 49 lb up at 8-5-12, and 56 lb down and 49 lb up at 10-5-12, and 49 lb down and 53 lb up at 12-3-0 on top chord, and 49 lb down and 65 lb up at 2-5-0, 20 lb down and 27 lb up at 4-5-12, 20 lb down and 27 lb up at 6-5-12, 20 lb down and 27 lb up at 8-5-12, and 20 lb down and 27 lb up at 10-5-12, and 49 lb down and 65 lb up at 12-2-4 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). LOAD CASE(S) Standard Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss D01 Truss Type Hip Girder Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598831 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:06:39 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-Rpb2DbfRjBMxB8bWfvPor6F9V7iKpRDsKxsE1oz5leE LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=1(F) 12=-2(F) 9=-2(F) 20=1(F) 21=1(F) 22=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss D02 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598832 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:07:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-1nymjB1tPiGYPvSTzwT3bf2O2cCfaNrQSGtNcVz5ldl Scale = 1:32.8 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 5x6 4x8 4x8 5x6 6x12 MT20HS 5x6 8x8 4x8 1.5x4 8x8 6x12 MT20HS 4-5-0 4-5-0 7-4-0 2-11-0 10-3-0 2-11-0 14-8-0 4-5-0 4-5-0 4-5-0 7-4-0 2-11-0 10-3-0 2-11-0 14-8-0 4-5-0 1-6-135-3-01-6-135-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-6-4,0-2-0], [4:0-6-4,0-2-0], [5:0-2-12,0-2-0], [6:0-5-8,Edge], [7:0-3-8,0-4-12], [10:0-3-8,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.36 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 187 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 6=0-5-8 Max Horz 11=92(LC 30) Max Grav 11=5288(LC 1), 6=5777(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4916/0, 2-3=-4229/0, 3-4=-4229/0, 4-5=-4932/0, 1-11=-4199/0, 5-6=-4206/0 BOT CHORD 10-11=0/388, 8-10=0/3761, 7-8=0/3774, 6-7=0/393 WEBS 2-10=0/2091, 2-8=0/948, 4-8=0/922, 4-7=0/2123, 1-10=0/3463, 5-7=0/3452 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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) 1416 lb down at 1-8-4, 1416 lb down at 3-8-4, 1416 lb down at 5-8-4, 1416 lb down at 7-8-4, 1416 lb down at 9-8-4, and 1416 lb down at 11-8-4, and 1418 lb down at 13-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss D02 Truss Type Hip Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598832 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:07:11 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-VzW9xX2WA0OP131fXe_I8saZn0YuJq5ahwcw8xz5ldk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 12=-1416(B) 13=-1416(B) 14=-1416(B) 15=-1416(B) 16=-1416(B) 17=-1416(B) 18=-1418(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss E01 Truss Type Roof Special Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598833 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:07:36 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-GnXbB4LBIhXsXvRTUOx9e76tg57Og8bFRJAlX_z5ldL Scale = 1:47.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 4x4 4x4 4x4 4x4 5x6 3x4 3x4 8x8 5x6 3x4 3x4 3x4 3x4 8x8 5x6 5x6 3-0-15 3-0-15 4-7-5 1-6-6 5-9-3 1-1-13 6-9-13 1-0-10 7-11-11 1-1-13 9-6-1 1-6-6 12-6-3 3-0-3 12-7-0 0-0-13 3-0-15 3-0-15 4-7-5 1-6-6 5-9-3 1-1-13 6-9-13 1-0-10 7-11-11 1-1-13 9-6-1 1-6-6 12-7-0 3-0-15 4-8-96-8-97-5-47-8-114-8-97-8-117.80 12 5.68 123.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-2-8], [7:0-5-0,0-2-8], [10:0-3-8,0-4-4], [15:0-3-8,0-4-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.19 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 13 13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 253 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=-150(LC 10) Max Grav 16=4515(LC 3), 9=5420(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2322/114, 2-3=-2317/203, 3-4=-2178/207, 4-5=-2096/197, 5-6=-2173/208, 6-7=-2323/201, 7-8=-2349/105, 1-16=-4005/115, 8-9=-4046/102 BOT CHORD 14-15=-99/1929, 13-14=-164/2119, 12-13=-164/2130, 11-12=-163/2120, 10-11=-59/1921 WEBS 2-15=-750/428, 2-14=-429/953, 3-14=0/311, 4-13=-71/575, 5-12=-87/518, 6-11=0/351, 7-11=-460/855, 7-10=-649/460, 1-15=-93/3283, 8-10=-83/3315 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 24 lb up at 3-0-14, 50 lb down and 32 lb up at 4-7-6, and 50 lb down and 32 lb up at 7-11-10, and 54 lb down and 24 lb up at 9-6-2 on top chord, and 1490 lb down at 1-10-12, 174 lb down and 312 lb up at 3-0-15, 1490 lb down at 3-10-12, 152 lb down and 259 lb up at 4-7-6, 165 lb down and 509 lb up at 5-9-3, 1490 lb down at 5-10-12, 165 lb down and 509 lb up at 6-9-13, 1490 lb down at 7-10-12, 152 lb down and 259 lb up at 7-11-10, 174 lb down and 312 lb up at 9-6-1, and 1490 lb down at 9-10-12, and 1495 lb down at 11-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss E01 Truss Type Roof Special Girder Qty 1 Ply 2 PHILLIPS RESIDENCE Job Reference (optional) I46598833 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:07:36 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-GnXbB4LBIhXsXvRTUOx9e76tg57Og8bFRJAlX_z5ldL LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 14=-2(F) 13=-1473(F=-73, B=-1400) 12=-73(F) 11=-1403(F=-2, B=-1400) 19=-1400(B) 20=-1400(B) 21=-1400(B) 22=-1405(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ01 Truss Type Jack-Open Qty 30 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598834 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-Vn5QezfVAhpAevRT0rOGicBGGaytmzl4PMT7QUz5lcx Scale = 1:37.8 1 2 6 5 7 3 4 1.5x4 5x6 3x4 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 1-6-136-6-136-1-06-6-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.01 (loc) 5-6 5-6 3 l/defl >999 >515 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=171(LC 14) Max Uplift 3=-69(LC 14), 4=-3(LC 14) Max Grav 6=322(LC 1), 3=169(LC 20), 4=116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-264/11 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 3 and 3 lb uplift at joint 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ01A Truss Type Jack-Open Qty 9 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598835 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ZgW5n5rveIi1xC4LOVAnpnJpVd3NnliHsBcQS6z5lci Scale = 1:37.8 1 5 4 6 7 2 3 1.5x4 5x6 3x4 6-0-0 6-0-0 6-0-0 6-0-0 1-6-136-6-1310.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.36 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.00 (loc) 4-5 4-5 2 l/defl >999 >515 n/a L/d 240 180 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 5=133(LC 14) Max Uplift 2=-76(LC 14) Max Grav 5=232(LC 1), 2=178(LC 19), 3=116(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 2. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ01B Truss Type Monopitch Qty 5 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598836 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-KC_7TqxwllivvRhusAJf8Te54rpJfHrTiRYrkez5lca Scale: 1/4"=1' 1 2 4 3 6 5 6x6 3x4 4x4 5x6 6-0-0 6-0-0 6-0-0 6-0-0 3-7-11-6-136-6-132-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.29 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.29 (loc) 3-4 3-4 3 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. REACTIONS. (size)3=Mechanical, 5=Mechanical Max Horz 5=195(LC 11) Max Uplift 3=-134(LC 11), 5=-9(LC 10) Max Grav 3=292(LC 19), 5=299(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-299/93 BOT CHORD 3-4=-801/851 WEBS 1-3=-787/753 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 3 and 9 lb uplift at joint 5. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ01C Truss Type Jack-Closed Qty 6 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598837 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-9MMOku0hLbT2dM81DRQ3NkuJpGt435aL4M?9yIz5lcU Scale = 1:30.7 1 2 3 4 5 8 7 6 9 10 4x4 3x4 6x6 1.5x4 3x4 4x4 6-0-0 6-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-0-0 2-0-0 1-6-134-10-1310.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.20 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 7=Mechanical Max Horz 8=137(LC 13) Max Uplift 8=-16(LC 14), 7=-51(LC 11) Max Grav 8=314(LC 2), 7=238(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-257/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-0-0, Exterior(2) 4-0-0 to 6-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 8 and 51 lb uplift at joint 7. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ01D Truss Type Jack-Closed Girder Qty 6 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598838 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-SiH1CH54hlL3zRBO7P2i9ChUR5I7CGPNhyB1iOz5lcN Scale = 1:21.3 1 2 3 4 5 9 8 7 6 10 11 1.5x4 5x6 4x8 1.5x4 5x6 3x4 2-0-0 2-0-0 6-0-0 4-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 6-0-0 4-0-0 1-6-133-2-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [3:0-6-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 7=Mechanical Max Horz 9=91(LC 7) Max Uplift 9=-94(LC 10), 7=-94(LC 7) Max Grav 9=312(LC 2), 7=249(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-302/104 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 9 and 94 lb uplift at joint 7. 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) 93 lb down and 68 lb up at 2-0-0, and 50 lb down and 41 lb up at 4-0-12 on top chord, and 41 lb down and 72 lb up at 2-0-0, and 17 lb down and 28 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=2(B) 11=2(B)June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ02 Truss Type Jack-Open Qty 12 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598839 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-DFm3t0B5oCMwwfowb5BaUu0uZJ164uEYXC7S_xz5lcF Scale = 1:19.4 1 2 5 3 4 3x4 3x4 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 1-6-133-2-132-9-03-2-1310.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 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 No.2 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=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=97(LC 14) Max Uplift 3=-34(LC 14), 4=-19(LC 14) Max Grav 5=185(LC 1), 3=42(LC 20), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3 and 19 lb uplift at joint 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ03 Truss Type Jack-Open Qty 13 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598840 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:08:56 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-wAMrzRJNSGcV7CZrABMwu?Rb2LRAQPi1qlY_LLz5lc5 Scale = 1:21.1 1 2 5 6 3 43x4 3x4 2-5-0 2-5-0 -1-2-8 1-2-8 2-5-0 2-5-0 1-6-133-7-03-1-33-7-010.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=104(LC 14) Max Uplift 3=-39(LC 14), 4=-15(LC 14) Max Grav 5=194(LC 1), 3=55(LC 20), 4=41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 15 lb uplift at joint 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ04 Truss Type Jack-Open Qty 5 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598841 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:09:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-9vPFsWQ0K1lDialaCa11lvI7GzV01UxLufEy8Kz5lby Scale = 1:20.7 1 2 5 3 4 3x4 3x4 1-8-8 1-8-8 -1-2-8 1-2-8 1-8-8 1-8-8 2-0-123-5-133-0-03-5-1310.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 5 4-5 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=100(LC 14) Max Uplift 3=-43(LC 14), 4=-41(LC 14) Max Grav 5=179(LC 1), 3=33(LC 20), 4=37(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 41 lb uplift at joint 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss EJ05 Truss Type Monopitch Qty 6 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598842 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:09:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-5HX?HCRGsf?xxuvyK?3VqKOUGnC4VO_eMzj3CDz5lbw Scale = 1:20.1 1 2 3 5 4 1.5x4 3x4 1.5x4 5x6 2-2-0 2-2-0 -1-2-8 1-2-8 2-2-0 2-2-0 1-6-133-4-810.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=90(LC 13) Max Uplift 4=-59(LC 11), 5=-15(LC 14) Max Grav 4=76(LC 20), 5=186(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 4 and 15 lb uplift at joint 5. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss F01 Truss Type Hip Girder Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598843 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:09:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-_KIxhNiRv6ezy7??2vxQBll2iFM0wr7kBkIgSVz5lbb Scale = 1:22.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 5x6 4x8 4x8 5x6 3x4 3x4 6x6 4x8 1.5x4 6x6 1-8-8 1-8-8 5-5-0 3-8-8 9-1-8 3-8-8 10-10-0 1-8-8 1-8-8 1-8-8 5-5-0 3-8-8 9-1-8 3-8-8 10-10-0 1-8-8 2-0-123-5-132-0-123-5-1310.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-2-0], [4:0-6-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.10 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=-67(LC 8) Max Uplift 10=-257(LC 6), 6=-277(LC 7) Max Grav 10=1072(LC 36), 6=1186(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-770/208, 2-3=-1040/277, 3-4=-1040/277, 4-5=-760/218, 1-10=-1089/267, 5-6=-1070/280 BOT CHORD 8-9=-174/590, 7-8=-167/567 WEBS 2-8=-161/623, 4-8=-151/635, 1-9=-215/812, 5-7=-225/796 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 10 and 277 lb uplift at joint 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 93 lb up at 1-8-8, 55 lb down and 48 lb up at 3-9-4, 55 lb down and 48 lb up at 5-9-4, and 55 lb down and 48 lb up at 7-9-4, and 100 lb down and 93 lb up at 9-1-8 on top chord, and 41 lb down and 80 lb up at 1-8-8, 258 lb down and 29 lb up at 2-0-12, 25 lb down and 49 lb up at 3-9-4, 258 lb down and 29 lb up at 4-0-12, 25 lb down and 49 lb up at 5-9-4, 258 lb down and 29 lb up at 6-0-12, 25 lb down and 49 lb up at 7-9-4, 258 lb down and 29 lb up at 8-0-12, and 41 lb down and 80 lb up at 9-0-12, and 261 lb down and 25 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss F01 Truss Type Hip Girder Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598843 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:09:28 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-_KIxhNiRv6ezy7??2vxQBll2iFM0wr7kBkIgSVz5lbb LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=-201(F=7, B=-208) 7=7(F) 14=-206(F=3, B=-208) 15=-206(F=3, B=-208) 16=-206(F=3, B=-208) 17=-212(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR01 Truss Type Jack-Open Girder Qty 6 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598844 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:09:48 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-PAVVuDx_CFA7MBXrD6I6?zaSzJBBbwGhnr8k9Lz5lbH Scale = 1:18.9 1 2 5 4 3 1.5x4 5x6 3x4 2-8-7 2-8-7 -1-8-8 1-8-8 2-8-7 2-8-7 1-6-133-1-152-9-03-1-157.07 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=94(LC 14) Max Uplift 5=-9(LC 14), 3=-16(LC 18), 4=-28(LC 14) Max Grav 5=253(LC 1), 3=35(LC 20), 4=51(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5, 16 lb uplift at joint 3 and 28 lb uplift at joint 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR03 Truss Type Diagonal Hip Girder Qty 4 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598845 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:10:15 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-6MeiYSGwrYZI5L51JHHSbfC33BPvQ8xf?YBfbGz5las Scale = 1:20.6 1 2 5 4 3 1.5x4 5x6 3x4 3-3-8 3-3-8 -1-8-8 1-8-8 3-3-8 3-3-8 1-6-133-6-27.07 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.11 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 5=0-4-9. (lb) - Max Horz 5=102(LC 14) Max Uplift All uplift 100 lb or less at joint(s) 5, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 3, 4, 4 except 5=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-8-8 to 2-6-6, Exterior(2) 2-6-6 to 3-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598846 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:10:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-PjZM0rMJCiSIRQ8NDFv5N8_Gs0n6ZJ?hc8OXLMz5lal Scale = 1:20.3 1 2 5 3 4 3x4 3x4 2-3-8 2-3-8 -1-8-8 1-8-8 2-3-8 2-3-8 2-0-123-4-153-0-03-4-157.07 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-6, 3=Mechanical, 4=Mechanical Max Horz 5=98(LC 14) Max Uplift 3=-29(LC 14), 4=-21(LC 14) Max Grav 5=244(LC 1), 3=34(LC 20), 4=37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598847 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:10:38 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-xoXPNJYMQcT1MtMS9cCr1Wf?pSG1JYZ2HdGNvRz5laV Scale = 1:19.6 1 2 3 4 7 6 5 1.5x4 5x6 1.5x4 5x6 2-11-4 2-11-4 -1-8-8 1-8-8 2-11-4 2-11-4 1-6-133-3-107.07 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-4-9, 6=Mechanical Max Horz 7=89(LC 11) Max Uplift 7=-33(LC 14), 6=-35(LC 11) Max Grav 7=253(LC 2), 6=102(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598848 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:10:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-iK0Q32eNY4TuJ6z_dHLjLC_I5hz4B6mD7tCoBzz5laN Scale = 1:42.3 1 2 3 6 5 4 3x4 6x8 6x6 2-11-7 2-11-7 -1-2-11 1-2-11 2-11-7 2-11-7 4-9-97-8-811.86 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.17 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 4 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-7, 4=Mechanical Max Horz 6=286(LC 14) Max Uplift 6=-15(LC 12), 4=-489(LC 14) Max Grav 6=364(LC 14), 4=178(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-419/195 BOT CHORD 5-6=-315/203 WEBS 2-5=-422/657 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=489. VERTICAL SUPPORT OF FREE ENDOF CHORD IS REQUIRED. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR07 Truss Type Diagonal Hip Girder Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598849 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:10:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-qqILnVoXU362N6TUuW4mNx1b8wQsk0c76Or_9jz5laA Scale = 1:40.8 1 2 6 5 3 4 1.5x4 4x8 3x4 2-8-5 2-8-5 -1-2-13 1-2-13 2-8-5 2-8-5 4-9-67-4-1211.65 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.13 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 5-6 5-6 3 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-7, 3=Mechanical, 4=Mechanical Max Horz 6=182(LC 14) Max Uplift 6=-43(LC 12), 3=-19(LC 11), 4=-244(LC 14) Max Grav 6=236(LC 14), 3=57(LC 20), 4=166(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-358/211 WEBS 2-5=-356/430 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=244. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss HR08 Truss Type Diagonal Hip Girder Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598850 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:11:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-EP_TQWrPn_UdEZB3ZfdT?af6C8QSxMDaoM4em2z5la7 Scale = 1:37.0 1 2 6 5 3 4 1.5x4 4x8 6x6 2-0-1 2-0-1 -1-3-0 1-3-0 2-0-1 2-0-1 4-9-16-7-1111.29 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.13 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 5 5-6 3 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-7, 3=Mechanical, 4=Mechanical Max Horz 6=164(LC 14) Max Uplift 6=-84(LC 12), 3=-14(LC 18), 4=-301(LC 14) Max Grav 6=272(LC 14), 3=26(LC 20), 4=191(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-438/287 WEBS 2-5=-422/505 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=301. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss PB01 Truss Type Piggyback Qty 16 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598851 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:11:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-X1QYSj7T7MWD6F1gzh35zeeDVpeYZFx6J5uwbfz5lZl Scale = 1:31.1 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-1-0 12-1-0 6-0-8 6-0-8 12-1-0 6-0-8 0-4-134-10-130-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 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 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-9. (lb) - Max Horz 2=-80(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=294(LC 20), 8=294(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 6-0-8, Exterior(2) 6-0-8 to 9-0-8, Interior(1) 9-0-8 to 11-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss PB02 Truss Type Piggyback Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598852 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:12:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-INVsrvrTEUyrhJ10wacxs4bJzbmHux1oumgY9kz5lYq Scale = 1:20.9 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-1-0 12-1-0 4-0-0 4-0-0 8-1-0 4-1-0 12-1-0 4-0-0 0-4-133-0-73-2-60-1-100-4-130-1-103-0-710.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-1,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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.All bearings 10-9-9. (lb) - Max Horz 2=-50(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11, 12, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-0-0, Exterior(2) 4-0-0 to 11-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 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. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss PB03 Truss Type Piggyback Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598853 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:13:10 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-U1jsHHOidJcTbE_f3XwUBZyzbk7mwH1PEG4QFdz5lY7 Scale = 1:20.9 1 2 3 4 5 6 7 10 9 8 5x6 5x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 12-1-0 12-1-0 12-1-0 12-1-0 0-4-131-4-71-6-60-1-100-4-130-1-101-4-710.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-3-0,0-2-1], [5:0-3-0,0-2-1], [6:0-2-1,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.11 0.04 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 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 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.All bearings 10-9-9. (lb) - Max Horz 2=23(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=372(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-283/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-3-3 to 6-0-8, Interior(1) 6-0-8 to 10-1-0, Exterior(2) 10-1-0 to 11-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9. 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. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss PB04 Truss Type Piggyback Qty 2 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598854 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:13:40 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-coXCaYlWZXOCBrGQpqTWPuB8wqOqys0q8xL0Iuz5lXf Scale = 1:9.3 1 2 3 4 5 3x4 3x4 3x4 3-5-8 3-5-8 1-8-12 1-8-12 3-5-8 1-8-12 0-4-131-3-100-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,Edge], [4:0-2-1,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 7 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 3-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=2-2-1, 4=2-2-1 Max Horz 2=20(LC 13) Max Uplift 2=-7(LC 14), 4=-7(LC 14) Max Grav 2=109(LC 1), 4=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V01 Truss Type Roof Special Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598855 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:14:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-NcXfq52CgDYfhhhEnaPOvAkMNvumJ6UWtKvqhxz5lXG Scale = 1:70.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 21-7-0 21-7-0 13-11-0 13-11-0 17-4-8 3-5-8 21-7-0 4-2-8 0-0-411-7-38-1-111-7-310.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-1-13], [7:0-2-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.17 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10, 5-11 REACTIONS.All bearings 21-6-11. (lb) - Max Horz 1=272(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 9, 1, 11, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 1 except 9=254(LC 20), 10=445(LC 21), 11=461(LC 19), 13=424(LC 19), 14=485(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-281/305 WEBS 5-11=-265/89, 2-14=-312/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 13-11-0, Exterior(2) 13-11-0 to 21-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1, 11, 13, 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V02 Truss Type Roof Special Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598856 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:14:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-GfIbEHJNkgBhjvnGWVHJGb5ziN2hkd_bi5URvDz5lWx Scale = 1:56.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 3x4 3x4 3x4 3x4 3x4 4x4 19-7-0 19-7-0 11-11-0 11-11-0 15-4-8 3-5-8 19-7-0 4-2-8 0-0-49-11-36-5-19-11-310.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-1-13], [7:0-2-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 5-11 REACTIONS.All bearings 19-6-11. (lb) - Max Horz 1=226(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 9, 1, 11, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 10=437(LC 21), 11=451(LC 19), 13=449(LC 19), 14=330(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-255/80, 4-13=-270/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-8, Interior(1) 3-4-8 to 11-11-0, Exterior(2) 11-11-0 to 19-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1, 11, 13, 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V03 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598857 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:11 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-RJWcgfrb8UsIcqkweRbsb4TetWPCnyQD3buK?6z5lWE Scale = 1:51.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 3x4 1.5x4 1.5x4 3x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 17-7-0 17-7-0 9-11-0 9-11-0 13-4-8 3-5-8 17-7-0 4-2-8 0-0-48-3-34-9-18-3-310.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-13], [5:0-2-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.17 0.26 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: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-6-11. (lb) - Max Horz 1=181(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=429(LC 21), 9=423(LC 19), 11=488(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-328/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 9-11-0, Exterior(2) 9-11-0 to 17-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V04 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598858 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-GTutxjwMjKcRKlB3?iiGqLifIwSdBiS6RXLeCmz5lW8 Scale = 1:32.5 1 2 3 4 5 6 1110 9 8 7 12 13 14 15 3x4 3x4 1.5x4 1.5x4 3x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 15-7-0 15-7-0 5-11-0 5-11-0 13-4-8 7-5-8 15-7-0 2-2-8 0-0-44-11-33-1-14-11-310.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-10], [5:0-2-0,0-1-13] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.17 0.10 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: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-6-11. (lb) - Max Horz 1=108(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=305(LC 21), 9=427(LC 30), 11=474(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-263/75, 2-11=-301/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-11-0, Exterior(2) 5-11-0 to 10-1-15, Interior(1) 10-1-15 to 13-4-8, Exterior(2) 13-4-8 to 15-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V05 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598859 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-wncPSp3uu07kmb6NiDw4JtCk9mZQ?9AtCOFHd4z5lVy Scale = 1:29.7 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 11-2-3 11-1-14 5-7-1 5-7-1 11-2-3 5-7-1 0-0-44-7-140-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.05 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-9. (lb) - Max Horz 1=-72(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=305(LC 19), 6=304(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-7-1, Exterior(2) 5-7-1 to 8-7-1, Interior(1) 8-7-1 to 10-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V06 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598860 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-s9kAtV58QeNS0vFmpeyYPII4caF8T38AfikNhyz5lVw Scale = 1:20.4 1 2 3 43x4 4x4 3x4 1.5x4 0-0-5 0-0-5 7-2-3 7-1-14 3-7-1 3-7-1 7-2-3 3-7-1 0-0-42-11-140-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-1-9, 3=7-1-9, 4=7-1-9 Max Horz 1=44(LC 13) Max Uplift 1=-13(LC 14), 3=-13(LC 14) Max Grav 1=145(LC 1), 3=145(LC 1), 4=220(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V07 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598861 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:37 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-hJ5R8YAv0U8ckqjvAv3yeZX8J_J1tm_21eBivcz5lVq Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-5 0-0-5 3-2-3 3-1-14 1-7-1 1-7-1 3-2-3 1-7-1 0-0-41-3-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.02 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: 7 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 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-1-9, 3=3-1-9 Max Horz 1=-16(LC 12) Max Grav 1=95(LC 1), 3=95(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V08 Truss Type GABLE Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598862 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-w28r1dHYuFGKJCveCIj3VTPdZcLYUryN6Ytgjbz5lVh Scale = 1:23.3 1 2 3 4 5 6 7 8 3x4 3x4 3x4 3x4 1.5x4 1.5x4 10-11-0 10-11-0 4-6-8 4-6-8 6-4-8 1-10-0 10-11-0 4-6-8 0-0-43-9-70-0-43-9-710.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-10], [4:0-2-0,0-0-10] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.22 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-11-0, 5=10-11-0, 6=10-11-0 Max Horz 1=58(LC 13) Max Uplift 1=-33(LC 14), 5=-33(LC 14) Max Grav 1=298(LC 1), 5=298(LC 1), 6=268(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/118, 4-5=-307/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-6-8, Exterior(2) 4-6-8 to 10-6-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V09 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598863 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-G?xk4LKhjnvdP_nc_rJECW7Vnd4w9676FpaROoz5lVc Scale = 1:19.8 1 2 3 43x4 4x4 3x4 1.5x4 0-0-5 0-0-5 6-11-0 6-10-11 3-5-8 3-5-8 6-11-0 3-5-8 0-0-42-10-90-0-410.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-10-6, 3=6-10-6, 4=6-10-6 Max Horz 1=42(LC 13) Max Uplift 1=-12(LC 14), 3=-12(LC 14) Max Grav 1=139(LC 1), 3=139(LC 1), 4=211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V13 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598864 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:15:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-ZMsNYkQ43xndl2qyvpxt??vi2STDIGg8sPnJ8uz5lVV Scale = 1:23.7 1 2 3 4 6 5 7 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 7-2-8 7-2-8 4-6-8 4-6-8 7-0-8 2-6-0 7-2-8 0-2-0 0-0-43-9-73-5-153-9-710.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-2-3, 5=7-2-3, 6=7-2-3 Max Horz 1=95(LC 13) Max Uplift 5=-17(LC 11), 6=-23(LC 11) Max Grav 1=93(LC 20), 5=148(LC 1), 6=313(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-6-8, Exterior(2) 4-6-8 to 7-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V14 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598865 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:16:21 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-Onl4NbiVf?gM0b4Nl8rHQrMddjJ0BgVX9Ur1S3z5lV8 Scale = 1:21.6 1 2 3 5 4 6 7 3x4 4x4 1.5x4 1.5x4 1.5x4 5-2-8 5-2-8 3-9-8 3-9-8 5-2-8 1-5-0 0-0-43-1-151-11-1210.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-3, 4=5-2-3, 5=5-2-3 Max Horz 1=66(LC 13) Max Uplift 1=-8(LC 14), 4=-33(LC 14) Max Grav 1=129(LC 1), 4=45(LC 20), 5=216(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 3-9-8, Exterior(2) 3-9-8 to 5-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V15 Truss Type Roof Special Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598866 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:16:35 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-_TbMJOsHMIRNhk93Z45Z?ox0PN4_T_nbNgEmxFz5lUw Scale = 1:30.9 1 2 3 4 6 7 8 9 5 15 14 13 12 11 10 16 17 18 20 21 19 3x4 3x4 3x4 3x4 3x4 6-3-8 6-3-8 12-7-0 6-3-8 -1-2-8 1-2-8 3-7-14 3-7-14 4-11-15 1-4-1 5-7-6 0-7-7 6-0-15 0-5-9 6-3-8 0-2-9 6-6-1 0-2-9 6-11-10 0-5-9 7-7-1 0-7-7 8-11-2 1-4-1 12-7-0 3-7-14 13-9-8 1-2-8 1-5-75-1-51-5-75-1-512.00 12 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.16 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 15=118(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 15, 10, 14, 11 Max Grav All reactions 250 lb or less at joint(s) 15, 10 except 14=282(LC 20), 11=294(LC 21), 12=428(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-7-14, Exterior(2) 3-7-14 to 6-7-14, Interior(1) 6-7-14 to 8-11-2, Exterior(2) 8-11-2 to 11-11-2, Interior(1) 11-11-2 to 13-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10, 14, 11. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V16 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598867 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:16:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-pdzdZRx2x8CXPfcDwLCzE3B26n8EsiZTlbh58vz5lUq Scale = 1:39.0 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 12-1-9 12-1-9 12-1-13 0-0-4 6-0-15 6-0-15 12-1-13 6-0-15 0-0-46-0-150-0-412.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.15 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-1-5. (lb) - Max Horz 1=-101(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=307(LC 19), 6=314(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-256/163, 4-6=-256/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-0-15, Exterior(2) 6-0-15 to 9-0-15, Interior(1) 9-0-15 to 11-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V17 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598868 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:17:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-TTk0D9Vv6H??wk72c?1l5m5tXKqQeWVEKlqWmEz5lU6 Scale = 1:29.8 1 2 3 4 5 6 7 8 3x4 4x4 3x4 1.5x4 8-9-9 8-9-9 8-9-13 0-0-4 4-4-15 4-4-15 8-9-13 4-4-15 0-0-44-4-150-0-412.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.14 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-5, 3=8-9-5, 4=8-9-5 Max Horz 1=-71(LC 12) Max Uplift 1=-18(LC 14), 3=-18(LC 14) Max Grav 1=194(LC 1), 3=194(LC 1), 4=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-4-15, Exterior(2) 4-4-15 to 7-4-15, Interior(1) 7-4-15 to 8-5-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 16,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2001289 Truss V18 Truss Type Valley Qty 1 Ply 1 PHILLIPS RESIDENCE Job Reference (optional) I46598869 8.510 s Jun 1 2021 MiTek Industries, Inc. Wed Jun 16 09:17:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:YjuVrhDY7tBEM2G92Yhxcwz5nOO-Hvdj21nKhLukBGNTSKy8XcYsgciEXwhddqvE3Pz5lTl Scale = 1:19.4 1 2 3 4 3x4 4x4 3x4 1.5x4 0-0-4 0-0-4 5-5-13 5-5-9 2-8-15 2-8-15 5-5-13 2-8-15 0-0-42-8-150-0-412.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-5, 3=5-5-5, 4=5-5-5 Max Horz 1=42(LC 13) Max Uplift 1=-11(LC 14), 3=-11(LC 14) Max Grav 1=114(LC 1), 3=114(LC 1), 4=154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 16,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths