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HomeMy WebLinkAboutM004.016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. June 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I37386066 thru I37386105 My license renewal date for the state of Indiana is July 31, 2020. 1901573R TG100 (1901573) 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AGE01 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386066 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-zEU0hu_LGJlqwDJccVcUe_9qs8Fzk6MJ8JXnC3z7f1C Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 4x6 4x4 3x4 26-10-8 26-10-8 15-8-4 15-8-4 26-10-8 11-2-4 0-9-011-2-83-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [6:0-2-2,0-0-0], [7:0-0-0,0-1-12], [7:0-2-8,0-2-4], [32:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.15 0.07 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 10-23,9-24,8-25,11-22,12-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-23, 9-24, 8-25, 11-22, 12-21 REACTIONS.All bearings 26-10-8. (lb) - Max Horz 32=194(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 17, 23, 24, 25, 27, 28, 29, 30, 22, 21, 20, 19, 18 except 32=-153(LC 8), 31=-130(LC 10) Max Grav All reactions 250 lb or less at joint(s) 32, 17, 24, 25, 27, 28, 29, 30, 31, 22, 21, 20, 19, 18 except 23=255(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 12-8-4, Corner(3) 12-8-4 to 18-8-4, Exterior(2) 18-8-4 to 23-8-4, Corner(3) 23-8-4 to 26-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 23, 24, 25, 27, 28, 29, 30, 22, 21, 20, 19, 18 except (jt=lb) 32=153, 31=130. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AGE02 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386067 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:47 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-vdbn6a0box?YAWT?kweyjPE3Pxr2CyWcbd0uHyz7f1A Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 22 3x4 4x4 2x4 5x9 3x4 2x4 3x6 3x6 3x6 3x6 4x8 7-11-14 7-11-14 8-1-15 0-2-1 15-8-4 7-6-5 16-4-0 0-7-12 26-10-8 10-6-8 -1-0-0 1-0-0 7-11-14 7-11-14 15-8-4 7-8-6 21-1-10 5-5-6 26-10-8 5-8-14 0-9-011-2-83-9-08.00 12 Plate Offsets (X,Y)-- [25:0-5-13,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.59 0.48 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.02 (loc) 24-25 24-25 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-21,2-25: 2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 8-26,7-27,9-20,10-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-26, 9-20, 10-19 JOINTS 1 Brace at Jt(s): 27, 28 REACTIONS.All bearings 10-10-0 except (jt=length) 25=0-3-8, 22=0-3-8. (lb) - Max Horz 25=206(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25, 15, 19, 18, 17, 16 except 21=-179(LC 10) Max Grav All reactions 250 lb or less at joint(s) 15, 19, 18, 17, 16 except 25=770(LC 18), 20=352(LC 1), 21=348(LC 18), 22=443(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-852/97, 2-25=-690/128 BOT CHORD 24-25=-145/700, 22-24=-146/696, 21-22=-146/696 WEBS 9-20=-254/13, 3-29=-807/188, 28-29=-713/133, 27-28=-794/174, 26-27=-834/201, 21-26=-882/141, 3-24=0/382 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-4, Exterior(2) 12-8-4 to 18-8-4, Interior(1) 18-8-4 to 23-8-4, Exterior(2) 23-8-4 to 26-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AH01 Truss Type Half Hip Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386068 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-KCHvkb2U4sO71_BaP2CfL1sWG9nIPJs2IbEYuHz7f17 Scale = 1:23.3 1 2 3 4 6 5 10 11 12 1.5x4 4x6 1.5x4 3x4 7x12 MT18HS 8-0-0 8-0-0 10-0-0 2-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 10-0-0 2-0-0 0-5-13-5-14.50 12 Plate Offsets (X,Y)-- [3:0-6-12,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.87 0.89 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.29 0.02 (loc) 6-9 6-9 2 l/defl >679 >409 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 35 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=491/0-1-12, 5=498/Mechanical Max Horz 2=101(LC 12) Max Uplift 2=-36(LC 8), 5=-38(LC 8) Max Grav 2=693(LC 28), 5=566(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-625/21 BOT CHORD 2-6=-56/465, 5-6=-58/451 WEBS 3-6=0/331, 3-5=-911/116 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-1, Exterior(2) 3-9-1 to 9-10-4 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 3 = 16% 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 13) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AH01 Truss Type Half Hip Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386068 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:50 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-KCHvkb2U4sO71_BaP2CfL1sWG9nIPJs2IbEYuHz7f17 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-60, 5-7=-20 Trapezoidal Loads (plf) Vert: 11=-60-to-3=-89, 3=-89-to-4=-100 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AM01 Truss Type Monopitch Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386069 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:53 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-knz2Md5MNnmiuRw94AlMzgU6cMrjcf9U_ZTCUcz7f14 Scale = 1:25.8 1 2 3 4 5 9 10 11 3x4 4x6 4x6 1.5x4 10-0-0 10-0-0 -1-0-0 1-0-0 5-1-2 5-1-2 10-0-0 4-10-14 0-5-14-2-14.50 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.55 0.66 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.01 (loc) 5-8 5-8 2 l/defl >502 >247 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=457/0-1-12, 5=391/Mechanical Max Horz 2=121(LC 12) Max Uplift 2=-29(LC 8), 5=-52(LC 12) Max Grav 2=469(LC 19), 5=443(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-605/53 BOT CHORD 2-5=-118/554 WEBS 3-5=-561/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4, Exterior(2) 6-10-4 to 9-10-4 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AM02 Truss Type Monopitch Qty 5 Ply 1 TG100 (1901573) Job Reference (optional) I37386070 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:55 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-g94onJ6dvO0P7l4XCbnq25aVsAhx4donRtyJZUz7f12 Scale = 1:19.2 1 2 3 5 4 6 7 8 4x6 1.5x4 3x4 3x6 3x4 2-6-0 2-6-0 -1-3-8 1-3-8 2-6-0 2-6-0 1-6-93-2-90-10-123-2-98.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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-MP 0.37 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=321/Mechanical, 7=53/0-3-8 Max Horz 5=63(LC 10) Max Uplift 7=-51(LC 16) Max Grav 5=386(LC 16), 7=61(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-367/36 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 2-0-12 zone; cantilever 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; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AM03 Truss Type Jack-Closed Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386071 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 14:59:59 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-ZxKJdg97zdWrcMNJRRsmDxk36nww0SmNMVwWiFz7f1_ Scale = 1:17.5 1 2 3 4 8 1.5x4 1.5x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-5-12-8-14.50 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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-MP 0.80 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.01 (loc) 4-7 4-7 2 l/defl >625 >389 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=343/Mechanical, 2=460/0-1-12 Max Horz 2=77(LC 8) Max Uplift 4=-31(LC 12), 2=-29(LC 8) Max Grav 4=392(LC 19), 2=480(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-295/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AM05 Truss Type Monopitch Qty 8 Ply 1 TG100 (1901573) Job Reference (optional) I37386072 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:00 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-17uhq0AlkweiDWyV_8N?l8HMmBLDlv0Wb9f4Diz7f0z Scale = 1:14.2 1 2 3 4 8 1.5x4 1.5x4 3x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-5-12-3-94.50 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MP 0.30 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=188/Mechanical, 2=260/0-3-8 Max Horz 2=66(LC 8) Max Uplift 4=-25(LC 12), 2=-29(LC 8) Max Grav 4=200(LC 19), 2=263(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AM06 Truss Type Monopitch Qty 6 Ply 1 TG100 (1901573) Job Reference (optional) I37386073 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:01 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-VJR32MBNVEmZrgXhYsuEIMpafakwUMGgpoPdm8z7f0y Scale = 1:10.6 1 2 3 4 8 1.5x4 1.5x4 2x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-5-11-6-94.50 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MP 0.09 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=104/Mechanical, 2=185/0-3-8 Max Horz 2=45(LC 8) Max Uplift 4=-14(LC 12), 2=-31(LC 8) Max Grav 4=106(LC 19), 2=185(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AM07 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386074 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:02 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-zV?SFiC0GYuQTq6t6ZPTqZMjg_4GDprp2S8BIaz7f0x Scale = 1:19.2 1 2 3 4 7 6 5 8 9 10 4x6 1.5x4 1.5x4 2x4 1.5x4 1.5x4 3x4 2-6-0 2-6-0 -1-3-8 1-3-8 2-6-0 2-6-0 1-6-93-2-90-10-123-2-98.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.21 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=201/Mechanical, 9=38/0-3-8 Max Horz 7=63(LC 10) Max Uplift 9=-43(LC 10) Max Grav 7=234(LC 16), 9=50(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-289/84 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 2-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AT01 Truss Type Roof Special Qty 3 Ply 1 TG100 (1901573) Job Reference (optional) I37386075 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:03 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-RiZqT2Ce0r0H4_h4gHwiNnvn8OHPy9PyH6ukq1z7f0w Scale = 1:70.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 21 22 23 24 25 4x4 5x9 4x4 5x6 3x4 4x4 3x4 1.5x4 5x9 3x6 3x4 4x4 4x8 1.5x4 5x9 8-9-12 8-9-12 17-4-0 8-6-4 20-4-0 3-0-0 26-10-8 6-6-8 -1-0-0 1-0-0 7-11-14 7-11-14 15-8-4 7-8-6 17-4-0 1-7-12 20-4-0 3-0-0 26-10-8 6-6-8 0-9-011-2-83-9-01-0-08.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge], [9:0-1-4,0-1-12], [12:0-5-8,0-3-8], [13:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.67 0.63 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.23 0.04 (loc) 16-19 16-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 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* 4-16,9-10,10-12,9-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1130/0-3-8, 10=1068/Mechanical Max Horz 2=207(LC 10) Max Uplift 2=-35(LC 10), 10=-2(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1223/63, 4-6=-1373/207, 6-7=-842/148, 7-8=-970/136, 8-9=-1066/80, 9-10=-1006/71 BOT CHORD 2-16=-139/1180, 12-13=-5/807 WEBS 4-16=-466/247, 6-16=-166/757, 13-16=-39/646, 6-13=-66/314, 9-12=-7/833 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-4, Exterior(2) 12-8-4 to 18-8-4, Interior(1) 18-8-4 to 23-8-12, Exterior(2) 23-8-12 to 26-8-12 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss AT02 Truss Type Common Qty 9 Ply 1 TG100 (1901573) Job Reference (optional) I37386076 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:04 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-vu7CgODGn988i8GGD_Sxw_RxHoaZhcE6WmdHMTz7f0v Scale = 1:65.7 1 2 3 4 5 6 7 11 10 9 8 16 17 18 19 20 21 22 23 24 25 3x4 6x6 2x4 5x6 3x4 3x4 3x4 1.5x4 3x4 4x4 3x6 9-0-11 9-0-11 17-9-13 8-9-2 26-10-8 9-0-11 7-11-14 7-11-14 15-8-4 7-8-6 21-1-10 5-5-6 26-10-8 5-8-14 0-9-011-2-83-9-08.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.71 0.77 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.04 (loc) 8-9 8-9 8 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-11,7-8: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0 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. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)1=1069/Mechanical, 8=1069/Mechanical Max Horz 1=196(LC 7) Max Uplift 1=-21(LC 10), 8=-2(LC 10) Max Grav 1=1150(LC 17), 8=1155(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1492/70, 3-5=-1531/207, 5-6=-1011/142 BOT CHORD 1-11=-142/1328, 9-11=-2/772, 8-9=-10/738 WEBS 3-11=-460/248, 5-11=-177/901, 5-9=-49/349, 6-8=-1147/25 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-4, Exterior(2) 12-8-4 to 18-8-4, Interior(1) 18-8-4 to 23-8-12, Exterior(2) 23-8-12 to 26-8-12 zone; cantilever 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; Pf=20.0 psf (flat roof snow); 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss BGE01 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386077 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:05 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-O4hatjEuYTH?KHrSnizASC_8oC1LQ7aFkQNrvvz7f0u Scale = 1:61.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 32 31 30 29 28 27 26 25 24 23 22 20 19 33 34 35 36 37 38 39 40 21 4x4 3x6 3x4 5x6 4x8 3x4 5x6 8-5-13 8-5-13 12-9-8 4-3-11 18-9-15 6-0-7 25-2-0 6-4-1 -1-0-0 1-0-0 12-7-0 12-7-0 18-9-15 6-2-15 25-2-0 6-4-1 26-2-0 1-0-0 0-9-09-1-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [5:0-3-0,0-3-0], [15:0-3-0,0-3-0], [17:0-1-3,0-1-12], [19:Edge,0-3-8], [19:0-0-0,0-1-12], [32:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.60 0.28 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 19-20 19-20 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 16-22: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 11-33,10-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-33 JOINTS 1 Brace at Jt(s): 34, 36 REACTIONS.All bearings 12-9-8 except (jt=length) 19=0-3-8, 21=0-3-8. (lb) - Max Horz 32=-175(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 32, 24, 26, 27, 28, 29, 30, 19, 22 except 31=-103(LC 10) Max Grav All reactions 250 lb or less at joint(s) 24, 26, 27, 28, 29, 30, 31, 22 except 32=297(LC 19), 23=256(LC 1), 19=654(LC 1), 21=330(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/112, 15-16=-267/116, 16-17=-698/104, 17-19=-587/111 BOT CHORD 21-22=0/494, 20-21=0/494, 19-20=0/494 WEBS 22-33=-479/85, 33-34=-501/151, 34-35=-491/134, 35-36=-468/124, 36-37=-432/104, 16-37=-509/149, 16-20=0/257 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 1-11-0, Interior(1) 1-11-0 to 9-7-0, Exterior(2) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 23-2-0, Exterior(2) 23-2-0 to 26-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss BGR01 Truss Type Common Girder Qty 1 Ply 2 TG100 (1901573) Job Reference (optional) I37386078 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:06 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-sHFy53FWJmPsxRQfLPUP?PXGabKP9OUPz46ORMz7f0t Scale = 1:57.8 1 2 3 4 5 6 7 13 12 11 10 9 82021222324252627 28 10x10 6x6 10x10 6x8 10x10 4x6 10x10 3x6 3x6 4x6 10x10 3x6 3x6 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 4-3-1 4-3-1 8-5-0 4-2-0 12-7-0 4-2-0 16-9-0 4-2-0 20-10-15 4-2-0 25-2-0 4-3-1 4-3-1 4-3-1 8-5-0 4-2-0 12-7-0 4-2-0 16-9-0 4-2-0 20-10-15 4-2-0 25-2-0 4-3-1 0-9-09-1-110-9-08.00 12 Plate Offsets (X,Y)-- [1:0-2-3,0-3-3], [3:0-1-12,0-2-0], [5:0-1-12,0-2-0], [7:0-2-3,0-3-3], [9:0-3-8,0-6-4], [10:0-5-0,0-5-8], [12:0-3-8,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.79 0.49 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 0.05 (loc) 10-12 10-12 7 l/defl >999 >987 n/a L/d 240 180 n/a PLATES MT20 Weight: 340 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7375/0-3-8 (req. 0-5-15), 7=7225/0-3-8 (req. 0-5-11) Max Horz 1=-162(LC 21) Max Uplift 1=-102(LC 8), 7=-99(LC 9) Max Grav 1=7604(LC 2), 7=7225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11070/163, 2-3=-9660/168, 3-4=-7329/187, 4-5=-7329/187, 5-6=-9220/164, 6-7=-10509/160 BOT CHORD 1-13=-189/9134, 12-13=-189/9134, 10-12=-111/8009, 9-10=-46/7641, 8-9=-77/8661, 7-8=-77/8661 WEBS 4-10=-139/7839, 5-10=-2851/145, 5-9=-32/3166, 6-9=-1366/99, 6-8=-4/1386, 3-10=-3381/150, 3-12=-38/3846, 2-12=-1403/97, 2-13=-2/1475 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 1, 7 greater than input bearing size. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 9) Use USP JL28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 17-1-4 to connect truss(es) to back face of bottom chord. 10) Use USP JL28 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 19-1-4 from the left end to 23-1-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss BGR01 Truss Type Common Girder Qty 1 Ply 2 TG100 (1901573) Job Reference (optional) I37386078 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:07 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-KTpLIPF844XiZb_rv6?eXd3RJ?geurkYCksxzoz7f0s LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 14-17=-20 Concentrated Loads (lb) Vert: 11=-1049(B) 8=-1048(B) 13=-1049(B) 20=-1049(B) 21=-1049(B) 22=-1049(B) 23=-1049(B) 24=-1049(B) 25=-1049(B) 26=-1049(B) 27=-1048(B) 28=-1048(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss BT01 Truss Type Common Qty 5 Ply 1 TG100 (1901573) Job Reference (optional) I37386079 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:07 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-KTpLIPF844XiZb_rv6?eXd3XR?ebu21YCksxzoz7f0s Scale = 1:57.9 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 4x6 5x6 3x4 3x6 3x4 5x6 3x4 5x6 5x6 3x4 8-5-13 8-5-13 16-8-3 8-2-5 25-2-0 8-5-13 -1-0-0 1-0-0 6-5-4 6-5-4 12-7-0 6-1-12 18-8-12 6-1-12 25-2-0 6-5-4 26-2-0 1-0-0 0-9-09-1-110-9-08.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.40 0.62 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.34 0.04 (loc) 10-12 10-12 8 l/defl >999 >901 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,4-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1067/0-3-8, 8=1067/0-3-8 Max Horz 2=-175(LC 8) Max Uplift 2=-31(LC 10), 8=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1284/71, 4-5=-1231/132, 5-6=-1231/132, 6-8=-1284/71 BOT CHORD 2-12=-67/1154, 10-12=0/776, 8-10=0/1053 WEBS 5-10=-81/587, 6-10=-316/183, 5-12=-80/587, 4-12=-316/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-7-0, Exterior(2) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 23-2-0, Exterior(2) 23-2-0 to 26-2-0 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 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, with BCDL = 10.0psf. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss BT02 Truss Type Common Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386080 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:08 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-ofNjWlGmrOfZBlZ1SqWu4qcjPP_udUEiQObVVEz7f0r Scale = 1:56.7 1 2 3 4 5 6 7 10 9 8 19 20 21 22 23 24 4x6 3x4 4x6 4x6 3x4 3x6 3x4 1.5x4 3x4 1.5x4 8-5-13 8-5-13 16-8-3 8-2-5 25-2-0 8-5-13 6-5-4 6-5-4 12-7-0 6-1-12 18-8-12 6-1-12 25-2-0 6-5-4 0-9-09-1-110-9-08.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.38 0.61 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.33 0.04 (loc) 8-10 8-10 7 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 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* 5-8,3-10: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1007/0-3-8, 7=1007/0-3-8 Max Horz 1=-162(LC 8) Max Uplift 1=-17(LC 10), 7=-17(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1291/78, 3-4=-1238/141, 4-5=-1238/141, 5-7=-1291/78 BOT CHORD 1-10=-76/1153, 8-10=0/772, 7-8=0/1059 WEBS 4-8=-82/593, 5-8=-320/184, 4-10=-82/593, 3-10=-320/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-7-0, Exterior(2) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 22-2-0, Exterior(2) 22-2-0 to 25-2-0 zone; cantilever 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; Pf=20.0 psf (flat roof snow); 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, with BCDL = 10.0psf. 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss CGE01 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386081 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:09 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-Gsw5j5HPchnQov8E0X17d29x5pT8Mysrf2L22gz7f0q Scale = 1:42.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 4x4 3x6 3x4 17-8-0 17-8-0 -1-0-0 1-0-0 8-10-0 8-10-0 17-8-0 8-10-0 18-8-0 1-0-0 0-9-06-7-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [16:0-1-3,0-1-12], [18:0-0-0,0-1-12], [18:Edge,0-3-8], [33:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 17 16 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 33=-127(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-2-0, Exterior(2) 2-2-0 to 5-10-0, Corner(3) 5-10-0 to 11-10-0, Exterior(2) 11-10-0 to 15-6-0, Corner(3) 15-6-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss CGE02 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386082 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:10 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-k2UTxRI1N?vHQ3jQaFZM9Fh6rDoS5PJ_ui4ca7z7f0p Scale = 1:39.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 4x4 3x6 3x4 16-4-0 16-4-0 -1-0-0 1-0-0 8-2-0 8-2-0 16-4-0 8-2-0 17-4-0 1-0-0 0-9-06-2-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [14:0-1-3,0-1-12], [16:0-0-0,0-1-12], [16:Edge,0-3-8], [29:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-4-0. (lb) - Max Horz 29=-118(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 29, 16, 22, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 5-2-0, Corner(3) 5-2-0 to 11-2-0, Exterior(2) 11-2-0 to 14-4-0, Corner(3) 14-4-0 to 17-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss CGR01 Truss Type Common Girder Qty 1 Ply 2 TG100 (1901573) Job Reference (optional) I37386083 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:12 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-gRcEL7JHvc9?fMtohgbqEgnO70IvZALHL0Zie?z7f0n Scale = 1:43.9 1 2 3 4 5 6 7 13 12 11 10 9 8202122232425 6x12 MT20HS 4x6 6x12 MT20HS6x8 10x10 4x6 10x10 3x6 3x6 4x6 10x10 3x6 3x6 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 JL28 2-6-0 2-6-0 5-8-0 3-2-0 8-10-0 3-2-0 12-0-0 3-2-0 15-2-0 3-2-0 17-8-0 2-6-0 2-6-0 2-6-0 5-8-0 3-2-0 8-10-0 3-2-0 12-0-0 3-2-0 15-2-0 3-2-0 17-8-0 2-6-0 0-9-06-7-110-9-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-11], [7:Edge,0-1-11], [9:0-3-8,0-5-12], [10:0-5-0,0-5-4], [11:0-3-8,0-5-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.40 0.80 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.03 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 242 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2, Right: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=5053/0-3-8 (req. 0-4-0), 7=5808/0-3-8 (req. 0-4-10) Max Horz 1=-114(LC 21) Max Uplift 1=-148(LC 8), 7=-169(LC 9) Max Grav 1=5113(LC 2), 7=5894(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7129/215, 2-3=-6673/218, 3-4=-5209/214, 4-5=-5209/214, 5-6=-6554/215, 6-7=-7060/215 BOT CHORD 1-13=-223/5852, 11-13=-223/5852, 10-11=-169/5536, 9-10=-119/5436, 8-9=-146/5797, 7-8=-146/5797 WEBS 4-10=-185/5555, 5-10=-1823/130, 5-9=-45/2019, 6-9=-423/66, 6-8=-37/465, 3-10=-1985/135, 3-11=-51/2211, 2-11=-370/63, 2-13=-40/417 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: 2x8 - 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 1, 7 greater than input bearing size. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 10) Use USP JL28 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 17-1-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss CGR01 Truss Type Common Girder Qty 1 Ply 2 TG100 (1901573) Job Reference (optional) I37386083 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:12 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-gRcEL7JHvc9?fMtohgbqEgnO70IvZALHL0Zie?z7f0n LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 14-17=-20 Concentrated Loads (lb) Vert: 10=-1049(F) 8=-1049(F) 19=-1054(F) 20=-1049(F) 21=-1049(F) 22=-1049(F) 23=-1049(F) 24=-1049(F) 25=-1049(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss CT01 Truss Type Common Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386084 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:13 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-9dAcZTKvgwHsHWS?FN63nuJXKQhcIlaRagJGBSz7f0m Scale = 1:43.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 5x9 5x9 1.5x4 1.5x4 5x9 8-10-0 8-10-0 17-8-0 8-10-0 -1-0-0 1-0-0 4-6-12 4-6-12 8-10-0 4-3-4 13-1-4 4-3-4 17-8-0 4-6-12 18-8-0 1-0-0 0-9-06-7-110-9-08.00 12 Plate Offsets (X,Y)-- [8:0-5-13,0-2-8], [9:0-4-8,0-3-0], [10:0-5-13,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.50 0.58 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.02 (loc) 9-10 9-10 8 l/defl >999 >954 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-10,6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=762/0-3-8, 8=762/0-3-8 Max Horz 10=-127(LC 8) Max Uplift 10=-28(LC 10), 8=-28(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-850/70, 3-4=-657/69, 4-5=-657/69, 5-6=-850/70, 2-10=-674/103, 6-8=-674/103 BOT CHORD 9-10=-55/635, 8-9=0/621 WEBS 4-9=0/430 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-0, Exterior(2) 5-10-0 to 11-10-0, Interior(1) 11-10-0 to 15-8-0, Exterior(2) 15-8-0 to 18-8-0 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss CT02 Truss Type Common Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386085 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:14 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-dpk_moLXREPjvg1Bp5dIK5siiq3H1C5apK2pjuz7f0l Scale = 1:41.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 4x8 5x9 1.5x4 1.5x4 4x8 8-2-0 8-2-0 16-4-0 8-2-0 -1-0-0 1-0-0 4-2-12 4-2-12 8-2-0 3-11-4 12-1-4 3-11-4 16-4-0 4-2-12 17-4-0 1-0-0 0-9-06-2-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-12], [6:0-1-13,0-2-12], [8:0-0-0,0-2-12], [8:Edge,0-5-8], [9:0-4-8,0-3-0], [10:0-0-0,0-2-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.46 0.49 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-10,6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=709/0-3-8, 8=709/0-3-8 Max Horz 10=-118(LC 8) Max Uplift 10=-27(LC 10), 8=-27(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/68, 3-4=-585/68, 4-5=-585/68, 5-6=-772/68, 2-10=-626/102, 6-8=-626/102 BOT CHORD 9-10=-50/575, 8-9=0/560 WEBS 4-9=0/389 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-2-0, Exterior(2) 5-2-0 to 11-2-0, Interior(1) 11-2-0 to 14-4-0, Exterior(2) 14-4-0 to 17-4-0 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss DGE01 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386086 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:15 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-50IM_8M9CXXaXqcNNo8XsJPyHEWLmhtk1_oNFKz7f0k Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 34 35 4x4 3x4 3x4 3x4 21-8-0 21-8-0 -1-0-0 1-0-0 10-10-0 10-10-0 21-8-0 10-10-0 22-8-0 1-0-0 0-5-104-11-130-5-105.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-0. (lb) - Max Horz 2=-64(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 24, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 except 2=266(LC 18), 31=306(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-10-0, Corner(3) 7-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0, Corner(3) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-100, 8-9=-60, 9-17=-60, 2-16=-20 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss DT01 Truss Type Common Qty 4 Ply 1 TG100 (1901573) Job Reference (optional) I37386087 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:16 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-ZCskBUMozrfR8_AawVfmPWx?vdjZV40tGeXwnmz7f0j Scale = 1:37.9 1 2 3 4 5 6 7 10 9 8 17 18 19 20 21 22 23 3x6 3x4 3x4 4x6 1.5x4 3x4 1.5x4 3x6 7-4-0 7-4-0 14-4-0 7-0-0 21-8-0 7-4-0 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-0 5-3-0 16-1-0 5-3-0 21-8-0 5-7-0 22-8-0 1-0-0 0-5-104-11-130-5-105.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-3], [6:0-0-4,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.67 0.63 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.05 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1264/0-3-8, 6=1009/0-3-8 Max Horz 2=-64(LC 13) Max Uplift 2=-137(LC 12), 6=-137(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2191/292, 3-4=-1863/281, 4-5=-1667/281, 5-6=-1860/292 BOT CHORD 2-10=-229/1934, 8-10=-79/1198, 6-8=-190/1661 WEBS 4-8=-78/508, 5-8=-340/183, 4-10=-77/738, 3-10=-565/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-0, Exterior(2) 7-10-0 to 13-10-0, Interior(1) 13-10-0 to 19-8-0, Exterior(2) 19-8-0 to 22-8-0 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 3, 4, 18, 19, 20, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-100, 4-20=-60, 4-7=-60, 11-14=-20 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-80, 4-20=-50, 4-7=-50, 11-14=-20 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss DT01 Truss Type Common Qty 4 Ply 1 TG100 (1901573) Job Reference (optional) I37386087 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:16 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-ZCskBUMozrfR8_AawVfmPWx?vdjZV40tGeXwnmz7f0j LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-18=-80, 18-20=-95, 4-20=-65, 4-7=-29, 11-14=-20 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-59, 4-20=-29, 4-22=-65, 7-22=-50, 11-14=-20 18) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-140, 2-20=-60, 4-20=-20, 4-6=-20, 6-7=-100, 11-14=-20 19) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-18=-100, 18-20=-120, 4-20=-80, 4-7=-32, 11-14=-20 20) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-72, 4-20=-32, 4-22=-80, 7-22=-60, 11-14=-20 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-67, 2-20=-77, 4-20=-47, 4-6=-48, 6-7=-38, 11-14=-20 Horz: 1-2=-13, 2-4=-3, 4-6=2, 6-7=12 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-68, 2-20=-78, 4-20=-48, 4-6=-47, 6-7=-37, 11-14=-20 Horz: 1-2=-12, 2-4=-2, 4-6=3, 6-7=13 24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-20=-71, 4-20=-41, 4-6=-50, 6-7=-40, 11-14=-20 Horz: 1-2=-19, 2-4=-9, 4-6=-0, 6-7=10 25) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-70, 2-20=-80, 4-20=-50, 4-6=-41, 6-7=-31, 11-14=-20 Horz: 1-2=-10, 2-4=0, 4-6=9, 6-7=19 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss EGE01 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386088 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:17 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-1OP7PqNQj9nIm7lmUDB?xkUIc1BCEbX0VIHTKDz7f0i Scale = 1:31.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 4x4 3x6 12-8-0 12-8-0 -1-1-8 1-1-8 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-9-04-11-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [12:0-1-3,0-1-12], [14:0-0-0,0-1-12], [14:Edge,0-3-8], [24:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-8-0. (lb) - Max Horz 24=96(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-1-8 to 1-10-8, Exterior(2) 1-10-8 to 3-4-0, Corner(3) 3-4-0 to 9-4-0, Exterior(2) 9-4-0 to 10-8-0, Corner(3) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss ET01 Truss Type Common Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386089 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:18 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-VazVcAO2USv9OHKy2wiEUx1NaRT3z1oAky01sfz7f0h Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 11 12 4x8 4x8 1.5x4 4x4 6-4-0 6-4-0 12-8-0 6-4-0 -1-1-8 1-1-8 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-9-04-11-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [4:0-1-3,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MR 0.53 0.31 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=572/0-3-8, 6=563/0-3-8 Max Horz 8=96(LC 9) Max Uplift 8=-26(LC 10), 6=-24(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-543/58, 3-4=-543/57, 2-8=-518/112, 4-6=-509/108 BOT CHORD 7-8=0/359, 6-7=0/359 WEBS 3-7=0/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-1-8 to 1-10-8, Interior(1) 1-10-8 to 3-4-0, Exterior(2) 3-4-0 to 9-4-0, Interior(1) 9-4-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss FGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386090 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-znXtpWPgFm1??Rv9ceDT19ZZdrmNiI3JycmaO5z7f0g Scale = 1:20.7 1 2 3 4 5 7 6 11 12 13 14 4x6 4x4 4x4 1.5x4 10x10 5x6 HJC26 JL24 JL24 6-0-0 6-0-0 10-0-0 4-0-0 -1-0-0 1-0-0 3-5-9 3-5-9 6-0-0 2-6-7 10-0-0 4-0-0 0-5-12-8-14.50 12 Plate Offsets (X,Y)-- [2:0-1-9,0-0-7], [6:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MS 0.51 0.49 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1845/Mechanical, 2=959/0-1-12 Max Horz 2=79(LC 6) Max Uplift 6=-202(LC 6), 2=-109(LC 6) Max Grav 6=1907(LC 25), 2=1125(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2255/224, 3-4=-1927/199, 4-5=-1782/197, 5-6=-1280/152 BOT CHORD 2-7=-245/2075 WEBS 3-7=-347/84, 4-7=-120/412, 5-7=-222/2033 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=202. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) Load case(s) 1, 2, 3, 4, 16, 17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 6-0-6 from the left end to connect truss(es) to back face of bottom chord. 14) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 1-9-8 oc max. starting at 8-0-12 from the left end to 9-10-4 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss FGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386090 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:19 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-znXtpWPgFm1??Rv9ceDT19ZZdrmNiI3JycmaO5z7f0g LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-60, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-60-to-4=-78, 4=-78-to-5=-100 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-50, 6-8=-20 Concentrated Loads (lb) Vert: 6=-310(B) 7=-873(B) 14=-303(B) Trapezoidal Loads (plf) Vert: 11=-50-to-4=-64, 4=-64-to-5=-80 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-50, 6-8=-20 Concentrated Loads (lb) Vert: 6=-310(B) 7=-873(B) 14=-303(B) Trapezoidal Loads (plf) Vert: 11=-50-to-12=-60, 12=-61-to-4=-65, 4=-43-to-5=-59 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-29, 6-8=-20 Concentrated Loads (lb) Vert: 6=-310(B) 7=-873(B) 14=-303(B) Trapezoidal Loads (plf) Vert: 11=-29-to-4=-43, 4=-69-to-13=-83, 13=-77-to-5=-80 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-11=-20, 6-8=-20 Concentrated Loads (lb) Vert: 6=-89(B) 7=-287(B) 14=-82(B) Trapezoidal Loads (plf) Vert: 11=-20-to-4=-38, 4=-38-to-5=-60 17) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-60, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-60-to-12=-73, 12=-75-to-4=-80, 4=-50-to-5=-72 18) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-32, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-32-to-4=-50, 4=-86-to-13=-104, 13=-96-to-5=-100 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-11=-35, 6-8=-20 Horz: 1-2=-18, 2-4=-15 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-35-to-4=-49, 4=-47-to-5=-64 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-11=-41, 6-8=-20 Horz: 1-2=-12, 2-4=-9 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-41-to-4=-54, 4=-47-to-5=-64 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-11=-34, 6-8=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-34-to-4=-47, 4=-57-to-5=-74 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss FGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386090 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:19 2019 Page 3 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-znXtpWPgFm1??Rv9ceDT19ZZdrmNiI3JycmaO5z7f0g LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-11=-44, 6-8=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-44-to-4=-57, 4=-57-to-5=-74 24) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-20, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-20-to-4=-38, 4=-78-to-5=-100 25) 3rd Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-32, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-32-to-4=-50, 4=-114-to-5=-136 26) 4th Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-96, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-96-to-4=-114, 4=-50-to-5=-72 27) 5th Unbal.Dead + 0.75 Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-29, 6-8=-20 Concentrated Loads (lb) Vert: 6=-310(B) 7=-873(B) 14=-303(B) Trapezoidal Loads (plf) Vert: 11=-29-to-4=-43, 4=-90-to-5=-107 28) 6th Unbal.Dead + 0.75 Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-77, 6-8=-20 Concentrated Loads (lb) Vert: 6=-310(B) 7=-873(B) 14=-303(B) Trapezoidal Loads (plf) Vert: 11=-77-to-4=-90, 4=-43-to-5=-59 29) 7th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-11=-14, 6-8=-20 Horz: 1-2=-18, 2-4=-15 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-14-to-4=-28, 4=-74-to-5=-91 30) 8th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-11=-62, 6-8=-20 Horz: 1-2=-18, 2-4=-15 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-62-to-4=-76, 4=-26-to-5=-43 31) 9th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-11=-20, 6-8=-20 Horz: 1-2=-12, 2-4=-9 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-20-to-4=-33, 4=-74-to-5=-91 32) 10th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-64, 2-11=-68, 6-8=-20 Horz: 1-2=-12, 2-4=-9 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss FGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386090 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:19 2019 Page 4 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-znXtpWPgFm1??Rv9ceDT19ZZdrmNiI3JycmaO5z7f0g LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 11=-68-to-4=-81, 4=-26-to-5=-43 33) 11th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-11=-13, 6-8=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-13-to-4=-26, 4=-84-to-5=-101 34) 12th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-11=-61, 6-8=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-61-to-4=-74, 4=-36-to-5=-53 35) 13th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-11=-23, 6-8=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-23-to-4=-36, 4=-84-to-5=-101 36) 14th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-67, 2-11=-71, 6-8=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 6=18(B) 7=89(B) 14=26(B) Trapezoidal Loads (plf) Vert: 11=-71-to-4=-84, 4=-36-to-5=-53 37) 15th Unbal.Dead + Minimum Snow + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-32, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-32-to-4=-50, 4=-114-to-5=-136 38) 16th Unbal.Dead + Minimum Snow + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-96, 6-8=-20 Concentrated Loads (lb) Vert: 6=-379(B) 7=-1064(B) 14=-372(B) Trapezoidal Loads (plf) Vert: 11=-96-to-4=-114, 4=-50-to-5=-72 49) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-11=-35, 6-8=-20 Horz: 1-2=-18, 2-4=-15 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-35-to-4=-49, 4=-47-to-5=-64 50) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-11=-41, 6-8=-20 Horz: 1-2=-12, 2-4=-9 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-41-to-4=-54, 4=-47-to-5=-64 51) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-11=-34, 6-8=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-34-to-4=-47, 4=-57-to-5=-74 52) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss FGR01 Truss Type Half Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386090 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:19 2019 Page 5 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-znXtpWPgFm1??Rv9ceDT19ZZdrmNiI3JycmaO5z7f0g LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-11=-44, 6-8=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-44-to-4=-57, 4=-57-to-5=-74 53) Reversal: 7th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-11=-14, 6-8=-20 Horz: 1-2=-18, 2-4=-15 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-14-to-4=-28, 4=-74-to-5=-91 54) Reversal: 8th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-11=-62, 6-8=-20 Horz: 1-2=-18, 2-4=-15 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-62-to-4=-76, 4=-26-to-5=-43 55) Reversal: 9th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-17, 2-11=-20, 6-8=-20 Horz: 1-2=-12, 2-4=-9 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-20-to-4=-33, 4=-74-to-5=-91 56) Reversal: 10th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-64, 2-11=-68, 6-8=-20 Horz: 1-2=-12, 2-4=-9 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-68-to-4=-81, 4=-26-to-5=-43 57) Reversal: 11th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-11=-13, 6-8=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-13-to-4=-26, 4=-84-to-5=-101 58) Reversal: 12th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-57, 2-11=-61, 6-8=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-61-to-4=-74, 4=-36-to-5=-53 59) Reversal: 13th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-11=-23, 6-8=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-23-to-4=-36, 4=-84-to-5=-101 60) Reversal: 14th Unbal.Dead + 0.75 Snow (unbal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-67, 2-11=-71, 6-8=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 6=-218(B) 7=-600(B) 14=-211(B) Trapezoidal Loads (plf) Vert: 11=-71-to-4=-84, 4=-36-to-5=-53 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss HR Truss Type Diagonal Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386091 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:20 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-Rz5F1sQI049sdbUL9LkiZM6oOF6hRs7TBGV8wYz7f0f Scale = 1:18.0 1 2 3 4 6 5 10 11 12 1.5x4 4x4 4x4 2x4 4x4 Special Special Special Special 4-8-1 4-8-1 8-4-5 3-8-4 -1-5-0 1-5-0 4-8-1 4-8-1 8-4-5 3-8-4 0-5-12-7-113.18 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MP 0.25 0.49 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=608/0-4-9, 5=684/Mechanical Max Horz 2=81(LC 25) Max Uplift 2=-104(LC 6), 5=-93(LC 10) Max Grav 2=618(LC 17), 5=721(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1282/151 BOT CHORD 2-6=-184/1225, 5-6=-184/1225 WEBS 3-6=-33/477, 3-5=-1302/195 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Load case(s) 1, 2, 3, 4, 16, 17, 18, 20, 21, 22, 23, 24, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 23 lb up at 2-9-8, 37 lb down and 23 lb up at 2-9-8, and 206 lb down and 47 lb up at 5-7-7, and 206 lb down and 47 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 5-7=-20 Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss HR Truss Type Diagonal Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386091 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:20 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-Rz5F1sQI049sdbUL9LkiZM6oOF6hRs7TBGV8wYz7f0f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-74(F=-37, B=-37) 12=-412(F=-206, B=-206) Trapezoidal Loads (plf) Vert: 10=-60-to-4=-100 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-50, 5-7=-20 Concentrated Loads (lb) Vert: 11=-62(F=-31, B=-31) 12=-331(F=-166, B=-166) Trapezoidal Loads (plf) Vert: 10=-50-to-4=-80 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-10=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-62(F=-31, B=-31) 12=-331(F=-166, B=-166) Trapezoidal Loads (plf) Vert: 10=-60-to-4=-90 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-29, 5-7=-20 Concentrated Loads (lb) Vert: 11=-62(F=-31, B=-31) 12=-331(F=-166, B=-166) Trapezoidal Loads (plf) Vert: 10=-29-to-4=-59 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-10=-20, 5-7=-20 Concentrated Loads (lb) Vert: 11=19(F=9, B=9) 12=-46(F=-23, B=-23) Trapezoidal Loads (plf) Vert: 10=-20-to-4=-60 17) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-10=-73, 5-7=-20 Concentrated Loads (lb) Vert: 11=-74(F=-37, B=-37) 12=-412(F=-206, B=-206) Trapezoidal Loads (plf) Vert: 10=-73-to-4=-113 18) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-32, 5-7=-20 Concentrated Loads (lb) Vert: 11=-74(F=-37, B=-37) 12=-412(F=-206, B=-206) Trapezoidal Loads (plf) Vert: 10=-32-to-4=-72 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-34, 5-7=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 11=33(F=17, B=17) 12=63(F=32, B=32) Trapezoidal Loads (plf) Vert: 10=-34-to-4=-64 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-10=-42, 5-7=-20 Horz: 1-2=-12, 2-4=-8 Concentrated Loads (lb) Vert: 11=33(F=17, B=17) 12=63(F=32, B=32) Trapezoidal Loads (plf) Vert: 10=-42-to-4=-72 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-34, 5-7=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 11=33(F=17, B=17) 12=63(F=32, B=32) Trapezoidal Loads (plf) Vert: 10=-34-to-4=-64 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-10=-44, 5-7=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 11=33(F=17, B=17) 12=63(F=32, B=32) Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss HR Truss Type Diagonal Hip Girder Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386091 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:20 2019 Page 3 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-Rz5F1sQI049sdbUL9LkiZM6oOF6hRs7TBGV8wYz7f0f LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 10=-44-to-4=-74 24) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-74(F=-37, B=-37) 12=-412(F=-206, B=-206) Trapezoidal Loads (plf) Vert: 10=-60-to-4=-100 35) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-34, 5-7=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 11=-49(F=-25, B=-25) 12=-231(F=-115, B=-115) Trapezoidal Loads (plf) Vert: 10=-34-to-4=-64 36) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-10=-42, 5-7=-20 Horz: 1-2=-12, 2-4=-8 Concentrated Loads (lb) Vert: 11=-49(F=-25, B=-25) 12=-231(F=-115, B=-115) Trapezoidal Loads (plf) Vert: 10=-42-to-4=-72 37) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-34, 5-7=-20 Horz: 1-2=-19, 2-4=-16 Concentrated Loads (lb) Vert: 11=-49(F=-25, B=-25) 12=-231(F=-115, B=-115) Trapezoidal Loads (plf) Vert: 10=-34-to-4=-64 38) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-10=-44, 5-7=-20 Horz: 1-2=-10, 2-4=-6 Concentrated Loads (lb) Vert: 11=-49(F=-25, B=-25) 12=-231(F=-115, B=-115) Trapezoidal Loads (plf) Vert: 10=-44-to-4=-74 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss J Truss Type Jack-Closed Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386092 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:20 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-Rz5F1sQI049sdbUL9LkiZM6fpF5rRyzTBGV8wYz7f0f Scale = 1:17.5 1 2 3 4 8 1.5x4 1.5x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-5-12-8-14.50 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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-MP 0.80 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.01 (loc) 4-7 4-7 2 l/defl >625 >389 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=343/Mechanical, 2=460/0-1-12 Max Horz 2=77(LC 8) Max Uplift 4=-31(LC 12), 2=-29(LC 8) Max Grav 4=392(LC 19), 2=480(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-295/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss J01 Truss Type Jack-Closed Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386093 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-w9fdECQwnNIjFl3Xj3Fx6aeypeXYAPDcQwFhT_z7f0e Scale = 1:12.2 1 2 3 4 8 1.5x4 1.5x4 3x4 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 0-5-11-10-114.50 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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-MP 0.27 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=213/Mechanical, 2=339/0-3-8 Max Horz 2=55(LC 8) Max Uplift 4=-19(LC 12), 2=-30(LC 8) Max Grav 4=234(LC 19), 2=349(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss J02 Truss Type Jack-Closed Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386094 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-w9fdECQwnNIjFl3Xj3Fx6ae?ceZBAPDcQwFhT_z7f0e Scale = 1:8.5 1 2 3 4 1.5x4 1.5x4 2x4 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0-5-11-1-114.50 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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-MP 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=54/Mechanical, 2=148/0-3-8 Max Horz 2=33(LC 8) Max Uplift 4=-6(LC 12), 2=-34(LC 8) Max Grav 4=54(LC 1), 2=164(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss JGE01 Truss Type GABLE Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386095 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:22 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-OMD0SXRYYhQasvejHmmAenBAK2vFvsslfa_E?Qz7f0d Scale = 1:14.2 1 2 3 4 5 8 7 6 9 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 5-0-0 5-0-0 0-5-12-3-94.50 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.10 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-0. (lb) - Max Horz 2=65(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss KGE01 Truss Type GABLE Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386096 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:23 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-sYnOftSBJ?YRU3DwrUHPB?kL8SEieJJvtEkoXsz7f0c Scale = 1:10.6 1 2 3 4 6 5 7 1.5x4 1.5x4 2x4 1.5x4 1.5x4 -1-0-0 1-0-0 3-0-0 3-0-0 0-5-11-6-94.50 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=37/3-0-0, 2=137/3-0-0, 6=115/3-0-0 Max Horz 2=44(LC 8) Max Uplift 5=-7(LC 8), 2=-30(LC 8), 6=-14(LC 12) Max Grav 5=38(LC 19), 2=165(LC 18), 6=115(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V Truss Type VALLEY Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386097 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:24 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-KkKmtDTp4IgI6Co6OBpejCGVAsZcNm126uTL4Jz7f0b Scale = 1:25.5 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-6 0-0-6 12-0-7 12-0-1 6-0-3 6-0-3 12-0-7 6-0-4 0-0-44-0-20-0-48.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.06 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 Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-11. (lb) - Max Horz 1=-71(LC 6) 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 except 7=263(LC 1), 8=298(LC 17), 6=298(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 6) Non Standard bearing condition. Review required. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V1 Truss Type Valley Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386098 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:24 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-KkKmtDTp4IgI6Co6OBpejCGUEsZZNmJ26uTL4Jz7f0b Scale = 1:18.1 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 8-0-7 8-0-1 4-0-3 4-0-3 8-0-7 4-0-3 0-0-42-8-20-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.20 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=154/7-11-11, 3=154/7-11-11, 4=258/7-11-11 Max Horz 1=-46(LC 6) Max Uplift 1=-18(LC 10), 3=-24(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V2 Truss Type VALLEY Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386099 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:25 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-oxu84ZTRrco9jMMIyuKtGQpglGv?6CtCLXDuclz7f0a Scale = 1:32.4 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-6 0-0-6 15-3-7 15-3-1 7-7-11 7-7-11 15-3-7 7-7-12 0-0-45-1-20-0-48.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-11. (lb) - Max Horz 1=92(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=252(LC 1), 8=344(LC 17), 6=344(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-261/133, 4-6=-261/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-7-11, Interior(1) 3-7-11 to 4-7-11, Exterior(2) 4-7-11 to 10-7-11, Interior(1) 10-7-11 to 11-7-11, Exterior(2) 11-7-11 to 14-9-11 zone; cantilever 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; Pf=20.0 psf (flat roof snow); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) Non Standard bearing condition. Review required. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V3 Truss Type VALLEY Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386100 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-G7SWHvU3cww0LWxVWcr6pdMtKfGNrgCLZByS8Bz7f0Z Scale = 1:9.5 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 4-0-7 4-0-1 2-0-3 2-0-3 4-0-7 2-0-4 0-0-41-4-20-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.02 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=67/3-11-11, 3=67/3-11-11, 4=112/3-11-11 Max Horz 1=20(LC 7) Max Uplift 1=-8(LC 10), 3=-10(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V4 Truss Type VALLEY Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386101 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-G7SWHvU3cww0LWxVWcr6pdMpGfDBrfBLZByS8Bz7f0Z Scale: 1/2"=1' 1 2 3 43x4 4x6 3x4 1.5x4 0-0-6 0-0-6 11-3-7 11-3-1 5-7-11 5-7-11 11-3-7 5-7-12 0-0-43-9-20-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.22 0.08 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=205/11-2-11, 3=205/11-2-11, 4=415/11-2-11 Max Horz 1=67(LC 7) Max Uplift 1=-18(LC 10), 3=-26(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-263/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V5 Truss Type VALLEY Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386102 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:27 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-kJ0vVFVhND2tzgWh4JMLLru2m3cUa6EVori?gez7f0Y Scale = 1:17.2 1 2 3 5 4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 4-3-11 4-3-11 0-0-42-10-78.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=55/4-3-5, 4=56/4-3-5, 5=183/4-3-5 Max Horz 1=74(LC 10) Max Uplift 4=-14(LC 10), 5=-45(LC 10) Max Grav 1=58(LC 19), 4=58(LC 17), 5=187(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V6 Truss Type Valley Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386103 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:27 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-kJ0vVFVhND2tzgWh4JMLLru083bba69Vori?gez7f0Y Scale = 1:16.8 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 7-3-7 7-3-1 3-7-11 3-7-11 7-3-7 3-7-11 0-0-42-5-20-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=138/7-2-11, 3=138/7-2-11, 4=230/7-2-11 Max Horz 1=41(LC 9) Max Uplift 1=-16(LC 10), 3=-21(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V7 Truss Type Valley Qty 2 Ply 1 TG100 (1901573) Job Reference (optional) I37386104 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-CWaHibWJ8XAkaq5td1tau2RDiTynJZxe1VRZD4z7f0X Scale = 1:10.6 1 2 3 2x4 1.5x4 1.5x4 2-3-11 2-3-11 0-0-41-6-88.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=67/2-3-5, 3=67/2-3-5 Max Horz 1=34(LC 10) Max Uplift 3=-17(LC 10) Max Grav 1=67(LC 1), 3=69(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901573R Truss V8 Truss Type Valley Qty 1 Ply 1 TG100 (1901573) Job Reference (optional) I37386105 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 10 15:00:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:4IgxdvJ9g8cBiiWNfPV3A1z9RQv-hi8fwxWyvrIbC_g4BkOpQG_NotHZ20BnG9B6lWz7f0W Scale = 1:8.2 1 2 3 2x4 3x4 2x4 3-3-1 3-3-1 3-3-7 0-0-6 1-7-11 1-7-11 3-3-7 1-7-11 0-0-41-1-20-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 3-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=93/3-2-11, 3=93/3-2-11 Max Horz 1=15(LC 9) Max Uplift 1=-2(LC 10), 3=-2(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 10,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths