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HomeMy WebLinkAboutTrusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. September 27,2019 Liu, Xuegang Pages or sheets covered by this seal: I38690266 thru I38690312 My license renewal date for the state of Indiana is July 31, 2020. 1902244R 1902244R_Franklin Res. 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 1902244R Truss CG1G Truss Type Diagonal Hip Girder Qty 2 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690266 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-E01_hZHx?QcNZE7GmwJp9oq4uA8GDR79wqdFmbyZk90 Scale = 1:14.9 1 2 3 5 4 6 7 8 2x4 1.5x4 4x8 5-2-2 5-2-2 -1-8-8 1-8-8 5-2-2 5-2-2 0-10-02-0-102.83 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.41 0.25 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >765 n/a >999 L/d 360 240 n/a 240 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 *Except* 2-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=172/Mechanical, 5=334/0-4-9 Max Horz 5=55(LC 11) Max Uplift 4=-21(LC 12), 5=-93(LC 8) Max Grav 4=188(LC 19), 5=341(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-287/193 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 4 and 93 lb uplift at joint 5. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 47 lb up at 2-9-8, and 14 lb down and 47 lb up at 2-9-8 on top chord, and 3 lb down and 11 lb up at 2-9-8, and 3 lb down and 11 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-6(F=-3, B=-3) September 27,2019 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 1902244R Truss EJ1 Truss Type Jack-Open Qty 4 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690267 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-iCaMvvHZljkEBOiSKdq2h0NJzaX7yulI9UNoI2yZk9? Scale = 1:10.2 1 2 3 4 54x8 4x4 1-10-15 1-10-15 -1-2-8 1-2-8 1-10-15 1-10-15 0-10-01-5-101-1-71-5-104.00 12 Plate Offsets (X,Y)-- [2:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.14 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=36/Mechanical, 2=172/0-3-8, 5=17/Mechanical Max Horz 2=35(LC 8) Max Uplift 4=-16(LC 12), 2=-49(LC 8) Max Grav 4=36(LC 1), 2=197(LC 18), 5=27(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 4 and 49 lb uplift at joint 2. September 27,2019 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 1902244R Truss EJ1A Truss Type Jack-Open Qty 14 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690268 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:31 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-AO8l6FIBW1s5oYHetLLHEDvUd_rxhL?RO86MqUyZk9_ Scale = 1:13.3 1 2 3 10 4 5 4x8 4x4 3-9-0 3-9-0 -1-2-8 1-2-8 3-9-0 3-9-0 0-10-02-1-01-8-132-1-04.00 12 Plate Offsets (X,Y)-- [2:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.14 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=90/Mechanical, 2=232/0-3-8, 5=45/Mechanical Max Horz 2=53(LC 8) Max Uplift 4=-35(LC 12), 2=-50(LC 8) Max Grav 4=96(LC 19), 2=233(LC 19), 5=64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4 and 50 lb uplift at joint 2. September 27,2019 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 1902244R Truss G1G Truss Type Common Supported Gable Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690269 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-ebi7JbJpHL_yQhsrR2sWmRSebOBeQm_bcosvLwyZk8z Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 3x4 4x4 2x4 2x4 3x4 17-11-0 17-11-0 -1-2-8 1-2-8 8-11-12 8-11-12 17-11-0 8-11-4 1-0-1110-0-71-1-312.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.08 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 120 90 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 Stud OTHERS 2x4 SPF Stud *Except* 8-19,7-20,9-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-19 REACTIONS.All bearings 17-11-0. (lb) - Max Horz 25=213(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 23, 18, 17, 16 except 25=-176(LC 6), 14=-171(LC 9), 24=-191(LC 10), 15=-197(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14, 20, 21, 23, 24, 18, 17, 16, 15 except 25=279(LC 19), 19=262(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-19=-284/186 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 23, 18, 17, 16 except (jt=lb) 25=176, 14=171, 24=191, 15=197. September 27,2019 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 1902244R Truss G2G Truss Type Common Supported Gable Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690270 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:33 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-7nGVXxKS2e6o2rR1?mNlJe?pQnYA9DHkrSbSuMyZk8y Scale = 1:57.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 4x8 3x4 4x4 3x4 4x8 3x4 20-1-0 20-1-0 -1-2-8 1-2-8 10-0-8 10-0-8 20-1-0 10-0-8 21-3-8 1-2-8 0-10-09-2-70-10-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [14:0-1-7,0-1-12], [16:0-0-0,0-1-12], [23:0-1-12,0-1-8], [27:0-0-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.06 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 108 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* 8-21: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21 REACTIONS.All bearings 20-1-0. (lb) - Max Horz 27=-199(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 16, 22, 24, 25, 20, 19, 18 except 26=-109(LC 10), 17=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 27, 16, 21, 22, 24, 25, 26, 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 16, 22, 24, 25, 20, 19, 18 except (jt=lb) 26=109, 17=102. September 27,2019 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 1902244R Truss G3G Truss Type Common Supported Gable Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690271 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:35 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-3AOFycLiaGMWH9bQ6BQDO349wbEmd6g1Im4ZyFyZk8w Scale = 1:51.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 4x8 4x4 4x8 3x4 17-6-0 17-6-0 -1-2-8 1-2-8 8-9-0 8-9-0 17-6-0 8-9-0 0-10-08-1-80-10-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [10:0-1-7,0-1-12], [11:0-0-0,0-1-12], [20:0-0-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.05 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-6-0. (lb) - Max Horz 20=171(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 11, 16, 17, 14, 13 except 19=-107(LC 10), 12=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 11, 15, 16, 17, 19, 14, 13, 12 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 16, 17, 14, 13 except (jt=lb) 19=107, 12=110. September 27,2019 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 1902244R Truss H1 Truss Type Hip Girder Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690272 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:46 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-EHYPFNUb_ely6rxXG_6oLO1vY1p4izPfqzFer6yZk8l Scale = 1:57.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 38 39 40 41 42 43 44 45 46 47 48 49 8x16 6x6 3x4 6x6 2x4 5x9 5x6 1.5x4 4x8 2x4 4x8 1.5x4 3x4 3x4 2x4 1.5x4 4x8 2x4 4x8 1.5x4 5x9 5x6 2x4 6x6 3x4 6x6 3-9-0 3-9-0 6-0-12 2-3-12 10-0-12 4-0-0 14-0-12 4-0-0 16-0-12 2-0-0 17-0-12 1-0-0 19-0-12 2-0-0 23-0-12 4-0-0 27-0-12 4-0-0 29-4-0 2-3-4 33-1-0 3-9-0 -1-2-8 1-2-8 3-9-0 3-9-0 6-0-12 2-3-12 10-0-12 4-0-0 14-0-12 4-0-0 16-0-12 2-0-0 17-0-12 1-0-0 19-0-12 2-0-0 23-0-12 4-0-0 27-0-12 4-0-0 29-4-0 2-3-4 33-1-0 3-9-0 34-3-8 1-2-8 0-10-02-1-00-10-02-1-04.00 12 Plate Offsets (X,Y)-- [9:0-1-12,0-0-0], [10:0-5-8,Edge], [10:0-0-0,0-1-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.74 0.71 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.61 -1.26 0.10 0.33 (loc) 24 24 16 24 l/defl >653 >314 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -H 1-6-0, Right 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except 2-0-0 oc purlins (3-1-10 max.): 4-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1988/0-3-8, 16=1989/0-3-8 Max Horz 2=-22(LC 49) Max Uplift 2=-275(LC 8), 16=-275(LC 9) Max Grav 2=2143(LC 30), 16=2144(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4250/486, 4-5=-6483/704, 5-6=-6483/704, 6-7=-10360/1072, 7-8=-10360/1072, 8-9=-10711/1108, 9-11=-10348/1070, 11-12=-10348/1070, 12-13=-6452/701, 13-14=-6452/701, 14-16=-4248/485 BOT CHORD 2-29=-414/3973, 28-29=-419/4013, 27-28=-902/9180, 25-27=-902/9180, 24-25=-1045/10711, 23-24=-1050/10741, 22-23=-1050/10741, 20-22=-900/9161, 19-20=-900/9161, 18-19=-409/4011, 16-18=-404/3971 WEBS 4-29=-459/62, 4-28=-288/3072, 5-28=-368/97, 6-28=-2933/284, 6-27=0/256, 6-25=-118/1282, 7-25=-287/89, 8-25=-462/49, 9-22=-516/57, 11-22=-279/88, 12-22=-119/1291, 12-20=0/257, 12-19=-2946/285, 13-19=-367/97, 14-19=-286/3055, 14-18=-467/62 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. Continued on page 2 September 27,2019 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 1902244R Truss H1 Truss Type Hip Girder Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690272 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:46 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-EHYPFNUb_ely6rxXG_6oLO1vY1p4izPfqzFer6yZk8l NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=275, 16=275. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 61 lb up at 4-0-12, 64 lb down and 60 lb up at 6-0-12, 64 lb down and 60 lb up at 8-0-12, 64 lb down and 60 lb up at 10-0-12, 64 lb down and 60 lb up at 12-0-12, 64 lb down and 60 lb up at 14-0-12, 64 lb down and 60 lb up at 16-0-12, 64 lb down and 60 lb up at 17-0-4, 64 lb down and 60 lb up at 19-0-4, 64 lb down and 60 lb up at 21-0-4, 64 lb down and 60 lb up at 23-0-4, 64 lb down and 60 lb up at 25-0-4, and 64 lb down and 60 lb up at 27-0-4, and 64 lb down and 61 lb up at 29-0-4 on top chord, and 159 lb down and 51 lb up at 3-9-0, 26 lb down at 4-0-12, 26 lb down at 6-0-12, 26 lb down at 8-0-12, 26 lb down at 10-0-12, 26 lb down at 12-0-12, 26 lb down at 14-0-12, 26 lb down at 16-0-12, 26 lb down at 17-0-4, 26 lb down at 19-0-4, 26 lb down at 21-0-4, 26 lb down at 23-0-4, 26 lb down at 25-0-4, 26 lb down at 27-0-4, and 26 lb down at 29-0-4, and 159 lb down and 51 lb up at 29-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-14=-60, 14-17=-60, 30-34=-20 Concentrated Loads (lb) Vert: 26=-26(B) 29=-159(B) 28=-26(B) 5=-36(B) 6=-36(B) 27=-26(B) 25=-26(B) 7=-36(B) 8=-36(B) 24=-26(B) 23=-26(B) 9=-36(B) 11=-36(B) 22=-26(B) 20=-26(B) 12=-36(B) 13=-36(B) 19=-26(B) 18=-159(B) 21=-26(B) 38=-36(B) 40=-36(B) 41=-36(B) 42=-36(B) 43=-36(B) 45=-36(B) 46=-26(B) 47=-26(B) 48=-26(B) 49=-26(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 1902244R Truss LAY1 Truss Type Lay-In Gable Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690273 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:47 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-iT6oTjVElytpj?Vjpie1tba5kRIERYeo3d_CNZyZk8k Scale: 1/8"=1' 1 2 3 7 6 5 4 2x4 2x4 2x4 3x4 4x6 2x4 1.5x4 0-1-5 0-1-5 6-3-11 6-2-6 7-9-8 1-5-13 7-9-8 7-9-8 31.62 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.58 0.14 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.04 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP DSS OTHERS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-6 2 Rows at 1/3 pts 3-4 REACTIONS.All bearings 7-8-3. (lb) - Max Horz 1=344(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 4, 6 except 1=-425(LC 9), 5=-344(LC 6) Max Grav All reactions 250 lb or less at joint(s) 4 except 1=330(LC 6), 5=497(LC 9), 6=353(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-6=-669/696, 5-6=-657/728 WEBS 2-6=-273/156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except (jt=lb) 1=425, 5=344. 9) Non Standard bearing condition. Review required. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss PB1 Truss Type Piggyback Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690274 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:48 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-AggAg3VsWF?gL94vNP9GQp6M3qfmA1UyIHklw?yZk8j Scale = 1:28.2 1 2 3 45 6 4x4 2x4 2x4 1.5x4 8-6-13 8-6-13 4-3-7 4-3-7 8-6-13 4-3-7 0-5-34-3-70-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=204/7-5-3, 4=204/7-5-3, 6=229/7-5-3 Max Horz 2=-79(LC 8) Max Uplift 2=-37(LC 11), 4=-41(LC 11) Max Grav 2=204(LC 1), 4=204(LC 1), 6=231(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 1902244R Truss PB2 Truss Type Piggyback Qty 10 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690275 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:49 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-fsEYuPWUHZ7XzJf6x7gVy0fXpE??vUk5WxTJSRyZk8i Scale = 1:28.2 1 2 3 45 6 4x4 2x4 2x4 1.5x4 8-6-13 8-6-13 4-3-7 4-3-7 8-6-13 4-3-7 0-5-34-3-70-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=204/7-5-3, 4=204/7-5-3, 6=229/7-5-3 Max Horz 2=-79(LC 8) Max Uplift 2=-37(LC 11), 4=-41(LC 11) Max Grav 2=204(LC 1), 4=204(LC 1), 6=231(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 1902244R Truss PB3 Truss Type Piggyback Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690276 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-72ow5lX62tFOaTEIVqBkVECiYeKEex_ElbDs_tyZk8h Scale = 1:28.2 1 2 3 45 6 4x4 2x4 2x4 1.5x4 8-6-13 8-6-13 4-3-7 4-3-7 8-6-13 4-3-7 0-5-34-3-70-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=204/7-5-3, 4=204/7-5-3, 6=229/7-5-3 Max Horz 2=-79(LC 8) Max Uplift 2=-37(LC 11), 4=-41(LC 11) Max Grav 2=204(LC 1), 4=204(LC 1), 6=231(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 1902244R Truss PB4 Truss Type Piggyback Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690277 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-72ow5lX62tFOaTEIVqBkVECkceLFexMElbDs_tyZk8h Scale = 1:20.6 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-1-5 6-1-5 3-0-11 3-0-11 6-1-5 3-0-11 0-5-33-0-110-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=144/4-11-11, 4=144/4-11-11, 6=152/4-11-11 Max Horz 2=-55(LC 8) Max Uplift 2=-26(LC 11), 4=-30(LC 11) Max Grav 2=144(LC 1), 4=144(LC 1), 6=154(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 1902244R Truss PB5 Truss Type Piggyback Qty 17 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690278 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:51 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-bFMIJ5YkpANFCcpU2Yiz2RkvM2hUNOcO_FyPWKyZk8g Scale = 1:20.6 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-1-5 6-1-5 3-0-11 3-0-11 6-1-5 3-0-11 0-5-33-0-110-1-100-5-30-1-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=144/4-11-11, 4=144/4-11-11, 6=152/4-11-11 Max Horz 2=-55(LC 8) Max Uplift 2=-26(LC 11), 4=-30(LC 11) Max Grav 2=144(LC 1), 4=144(LC 1), 6=154(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 27,2019 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 1902244R Truss T1 Truss Type Common Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690279 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:52 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-3RvhWQYMaUV6qmOhcFDCafH3ERwc6otXDviz3myZk8f Scale = 1:65.7 1 2 3 4 5 6 7 8 9 101920 21 22 3x4 4x4 3x12 MT18HS 5x6 3x12 MT18HS 5x6 5x9 1.5x4 1.5x4 8-11-12 8-11-12 17-11-0 8-11-4 -1-2-8 1-2-8 4-7-10 4-7-10 8-11-12 4-4-2 13-3-10 4-3-14 17-11-0 4-7-6 1-0-1110-0-71-1-312.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.15 0.51 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.02 0.03 (loc) 10-13 10-13 2 10-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 87 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-10: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 1-6-0, Right 2x8 SP No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)9=714/Mechanical, 2=792/0-5-8 Max Horz 2=189(LC 7) Max Uplift 9=-34(LC 10), 2=-47(LC 10) Max Grav 9=716(LC 18), 2=792(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-736/126, 4-6=-603/165, 6-7=-602/165, 7-9=-735/126 BOT CHORD 2-10=-84/559, 9-10=-15/483 WEBS 6-10=-129/518 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 9, 2. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 27,2019 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 1902244R Truss T2 Truss Type Common Qty 6 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690280 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:11 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-?5ZsVwnH6KvPchLKDl3frfZI_6Qy3P8KaMoTE9yZk8M Scale = 1:56.5 1 2 3 4 5 6 7 8 9 10 11 14 13 1223 3x4 4x6 3x4 4x8 4x4 3x4 3x4 1.5x4 3x4 1.5x4 4x8 4x4 6-9-8 6-9-8 13-3-8 6-6-0 20-1-0 6-9-8 -1-2-8 1-2-8 5-2-0 5-2-0 10-0-8 4-10-8 14-11-0 4-10-8 20-1-0 5-2-0 21-3-8 1-2-8 0-10-09-2-70-10-010.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-2], [10:0-4-7,0-0-2] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.24 0.39 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.17 0.03 0.02 (loc) 12-14 12-14 10 14-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=876/0-3-8, 10=876/0-3-8 Max Horz 2=181(LC 9) Max Uplift 2=-62(LC 10), 10=-62(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-932/127, 4-6=-852/211, 6-8=-851/211, 8-10=-932/127 BOT CHORD 2-14=-75/752, 12-14=0/519, 10-12=0/666 WEBS 6-12=-113/445, 6-14=-113/447 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 27,2019 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 1902244R Truss T2A Truss Type Common Qty 7 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690281 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:16 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-M2MlYerQwsXiiSDI0IfqYjH9N730kfO3keWEvNyZk8H Scale = 1:59.4 1 2 3 4 5 6 7 8 9 101920 6x10 5x6 4x4 3x4 5x9 1.5x4 1.5x4 5x9 4x4 9-9-0 9-9-0 19-9-8 10-0-8 5-0-4 5-0-4 9-9-0 4-8-12 14-7-8 4-10-8 19-9-8 5-2-0 21-0-0 1-2-8 1-0-159-2-70-10-010.00 12 Plate Offsets (X,Y)-- [8:0-5-3,0-0-2], [10:0-4-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.20 0.65 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.35 0.02 0.03 (loc) 10-13 10-17 1 10-17 l/defl >999 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 1-6-0, Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=789/Mechanical, 8=866/0-3-8 Max Horz 1=-174(LC 6) Max Uplift 1=-38(LC 10), 8=-62(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-876/142, 3-4=-698/155, 4-6=-705/153, 6-8=-893/143 BOT CHORD 1-10=-78/680, 8-10=-6/632 WEBS 4-10=-83/535, 6-10=-254/168 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 27,2019 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 1902244R Truss T3 Truss Type Common Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690282 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:17 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-qFw7m_s2hAfZKcoUa?A35wpL_WSZT7rDzIFnRpyZk8G Scale = 1:50.2 1 2 3 4 5 6 7 8 9 4x8 4x4 4x8 4x4 5x9 4x4 1.5x4 1.5x4 8-9-0 8-9-0 17-6-0 8-9-0 -1-2-8 1-2-8 4-6-4 4-6-4 8-9-0 4-2-12 12-11-12 4-2-12 17-6-0 4-6-4 0-10-08-1-80-10-010.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-2], [8:0-2-8,0-2-2], [9:0-4-8,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.14 0.50 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.19 0.01 0.02 (loc) 9-12 9-12 2 9-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-9: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)8=697/0-3-8, 2=775/0-3-8 Max Horz 2=154(LC 9) Max Uplift 8=-35(LC 11), 2=-57(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-780/125, 4-5=-623/135, 5-6=-624/136, 6-8=-782/126 BOT CHORD 2-9=-82/574, 8-9=-30/556 WEBS 5-9=-72/478 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 27,2019 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 1902244R Truss T4 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690283 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-md2uBftIDnvHZwythQCXALvgkKEax0LWQckuWiyZk8E Scale = 1:60.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 2x4 2x4 3x4 3x4 3x4 4x4 4x4 25-1-0 25-1-0 9-6-5 9-6-5 15-7-11 6-1-5 25-1-0 9-5-5 26-3-8 1-2-8 0-11-1110-6-01-0-1110-6-012.00 12 Plate Offsets (X,Y)-- [6:0-2-4,0-1-12], [9:0-2-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.08 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 16 15 17 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 161 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* 9-22,8-23,7-24,6-26,5-27,10-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-22, 8-23, 7-24, 6-26, 5-27 REACTIONS.All bearings 25-1-0. (lb) - Max Horz 31=-221(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 27, 28, 29, 21, 20, 19 except 31=-142(LC 8), 17=-112(LC 7), 30=-156(LC 10), 18=-144(LC 11) Max Grav All reactions 250 lb or less at joint(s) 31, 17, 22, 23, 24, 26, 27, 28, 29, 30, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-239/288, 9-10=-240/289 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 27, 28, 29, 21, 20, 19 except (jt=lb) 31=142, 17=112, 30=156, 18=144. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T5 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690284 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-j0AecLvZlO9?oD6FprF?Fm_0E8w1PwrptwD?aayZk8C Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 3x4 3x4 3x4 2x4 2x4 3x4 4x4 27-5-0 27-5-0 -1-2-8 1-2-8 9-5-5 9-5-5 18-0-3 8-6-13 27-5-0 9-4-13 1-0-1110-6-01-1-310-6-012.00 12 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [13:0-2-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.08 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 1 1 19 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 180 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 No.2 *Except* 6-31,5-32,4-33,15-22,16-21,17-20: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-24, 12-25, 11-26, 10-28, 9-29, 7-30 REACTIONS.All bearings 27-5-0. (lb) - Max Horz 34=222(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 28, 30, 31, 32, 23, 22, 21 except 34=-119(LC 6), 19=-128(LC 9), 33=-157(LC 10), 20=-167(LC 11) Max Grav All reactions 250 lb or less at joint(s) 34, 19, 24, 25, 26, 28, 29, 30, 31, 32, 33, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-226/255, 13-14=-240/269 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 28, 30, 31, 32, 23, 22, 21 except (jt=lb) 34=119, 19=128, 33=157, 20=167. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T6 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690285 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:23 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-fPHP01wpH0Pi2XGewGHTLB3IGxPrtde5LEi6fTyZk8A Scale = 1:66.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 92122232425262728293031 4x6 10x10 5x9 6x10 5x6 4x6 4x6 3x6 8x8 10x10 2x4 8x8 8x8 3x6 8x8 4x8 4-11-9 4-11-9 9-9-5 4-9-12 12-10-0 3-0-11 15-10-11 3-0-11 20-5-9 4-6-15 25-4-0 4-10-7 4-11-9 4-11-9 9-9-5 4-9-12 12-10-0 3-0-11 15-10-11 3-0-11 20-5-9 4-6-15 25-4-0 4-10-7 1-2-1111-0-01-6-1111-0-012.00 12 Plate Offsets (X,Y)-- [4:0-7-12,0-3-4], [6:0-8-0,0-3-8], [8:0-3-12,0-2-4], [9:Edge,0-2-0], [10:0-4-0,0-4-8], [11:0-3-8,0-4-8], [12:0-4-0,0-4-12], [14:0-3-8,0-4-12], [15:0-4-8,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.41 0.89 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.06 0.05 (loc) 14-15 14-15 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 412 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 1-13: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 4-14,4-12,5-12,6-12,6-11: 2x4 SPF No.2, 8-9: 2x8 SP No.2 SLIDER Left 2x8 SP No.2 -H 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7130/0-5-8 (req. 0-5-10), 9=6985/0-5-8 Max Horz 1=212(LC 26) Max Uplift 1=-295(LC 10), 9=-326(LC 11) Max Grav 1=7177(LC 2), 9=7000(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7952/449, 2-4=-6427/471, 4-5=-4604/391, 5-6=-4604/391, 6-7=-6214/470, 7-8=-7085/431, 8-9=-6345/382 BOT CHORD 1-15=-320/5488, 14-15=-320/5488, 12-14=-235/4439, 11-12=-187/4287, 10-11=-203/4922, 9-10=-60/569 WEBS 2-15=-51/2114, 2-14=-1564/234, 4-14=-213/3636, 4-12=-129/592, 6-12=-134/1141, 6-11=-206/2995, 7-11=-993/223, 7-10=-113/1175, 8-10=-170/4534 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=295, 9=326. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 27,2019 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 1902244R Truss T6 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690285 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:23 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-fPHP01wpH0Pi2XGewGHTLB3IGxPrtde5LEi6fTyZk8A NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1106 lb down and 53 lb up at 2-0-12, 1106 lb down and 53 lb up at 4-0-12, 1106 lb down and 53 lb up at 6-0-12, 1106 lb down and 53 lb up at 8-0-12, 1106 lb down and 53 lb up at 10-0-12, 1106 lb down and 53 lb up at 12-0-12, 1106 lb down and 53 lb up at 14-0-12, 1106 lb down and 53 lb up at 16-0-12, 1106 lb down and 53 lb up at 18-0-12, 1106 lb down and 53 lb up at 20-0-12, and 685 lb down and 71 lb up at 21-11-4, and 694 lb down and 54 lb up at 23-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 9-17=-20 Concentrated Loads (lb) Vert: 11=-1075(F) 21=-1075(F) 22=-1075(F) 23=-1075(F) 24=-1075(F) 25=-1075(F) 26=-1075(F) 27=-1075(F) 28=-1075(F) 29=-1075(F) 30=-668(F) 31=-694(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 1902244R Truss T7 Truss Type Roof Special Girder Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690286 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:25 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-bnP9Rjy3pdfQHrP12hJxQc9hOl9ILaFOoYBDjMyZk88 Scale = 1:51.8 1 2 3 4 5 10 9 8 7 614151617181920 4x6 4x8 1.5x4 4x6 4x6 3x6 2x4 8x8 3x6 8x8 4-4-9 4-4-9 8-9-0 4-4-7 13-3-6 4-6-6 17-6-0 4-2-10 4-4-9 4-4-9 8-9-0 4-4-7 13-3-6 4-6-6 17-6-0 4-2-10 0-10-04-4-38-1-84-4-310.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-4], [1:0-2-14,0-0-1], [1:0-0-1,0-0-0], [4:0-2-12,0-2-4], [7:0-4-4,0-1-8], [8:0-4-0,0-4-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.24 0.64 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.04 0.03 (loc) 8-10 8-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-8: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=4006/0-3-8, 1=4303/0-3-8 Max Horz 1=186(LC 26) Max Uplift 6=-299(LC 11), 1=-270(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4445/353, 2-3=-3174/319, 3-4=-3163/312 BOT CHORD 1-10=-264/3339, 8-10=-264/3339, 7-8=-254/3346, 6-7=-251/3280 WEBS 2-10=-60/1485, 2-8=-1307/200, 3-8=-299/3651, 4-8=-1283/178, 4-7=-84/1807, 4-6=-4521/356 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=299, 1=270. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 776 lb down and 51 lb up at 0-3-12, 769 lb down and 58 lb up at 2-3-12, 769 lb down and 58 lb up at 4-3-12, 769 lb down and 58 lb up at 6-3-12, 769 lb down and 58 lb up at 8-3-12, 769 lb down and 58 lb up at 10-3-12, 769 lb down and 58 lb up at 12-3-12, and 764 lb down and 75 lb up at 14-3-12, and 764 lb down and 75 lb up at 16-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 September 27,2019 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 1902244R Truss T7 Truss Type Roof Special Girder Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690286 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:25 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-bnP9Rjy3pdfQHrP12hJxQc9hOl9ILaFOoYBDjMyZk88 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 10=-769(B) 13=-776(B) 14=-769(B) 15=-769(B) 16=-769(B) 17=-769(B) 18=-769(B) 19=-764(B) 20=-764(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 1902244R Truss T8 Truss Type Roof Special Girder Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690287 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:31 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-QxmQim1qOTQa?mtAOxQLftOeEAB2lJXHBTeXx?yZk82 Scale = 1:64.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 54 55 56 57 58 59 60 61 62 63 8x8 4x6 3x6 3x4 6x8 3x4 2x4 4x6 6x8 4x4 8x8 5x6 8x8 4x6 3x6 10x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-5-14 4-5-14 8-8-4 4-2-6 10-1-0 1-4-12 12-10-10 2-9-10 17-1-0 4-2-6 20-1-8 3-0-8 25-1-11 5-0-3 30-2-0 5-0-5 4-5-14 4-5-14 8-8-4 4-2-6 12-10-10 4-2-6 17-1-0 4-2-6 20-1-8 3-0-8 25-1-11 5-0-3 30-2-0 5-0-5 0-11-116-8-09-2-70-10-04.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-4-12,0-2-8], [9:0-2-14,0-0-1], [9:0-0-1,0-0-0], [9:0-0-11,0-5-0], [10:0-4-8,0-1-8], [11:0-4-0,0-4-8], [12:0-3-8,0-4-12], [13:0-4-0,0-1-4], [13:0-0-0,0-2-12], [14:0-3-8,0-3-0], [23:0-1-12,0-0-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.54 0.68 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.04 0.06 (loc) 10-11 10-11 9 10-11 l/defl >999 >944 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 436 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-13: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 4-14,7-11: 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Right: 2x10 SP No.2 SLIDER Left 2x4 SPF Stud -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-4-8 except (jt=length) 9=0-4-1 (input: 0-3-8). (lb) - Max Horz 1=180(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15, 18, 1 except 1=-168(LC 4), 17=-1141(LC 4), 16=-340(LC 12), 9=-250(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 17 except 16=5715(LC 1), 9=5185(LC 19), 15=1284(LC 1), 15=1284(LC 1), 18=307(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-69/526, 3-4=-124/2143, 4-5=-2841/221, 5-6=-4349/329, 6-7=-4284/364, 7-8=-4414/351, 8-9=-6333/387 BOT CHORD 1-18=-478/129, 17-18=-478/129, 16-17=-478/129, 15-16=-1841/189, 14-15=-1841/189, 12-14=-148/2655, 11-12=-181/4085, 10-11=-228/4783, 9-10=-228/4783 WEBS 3-17=-40/1109, 3-16=-1763/180, 4-16=-5669/416, 4-14=-324/5916, 5-14=-2338/205, 5-12=-94/2184, 6-11=-1848/195, 7-11=-362/5156, 8-11=-2030/228, 8-10=-64/2345 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) All plates are 1.5x4 MT20 unless otherwise indicated.Continued on page 2 September 27,2019 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 1902244R Truss T8 Truss Type Roof Special Girder Qty 1 Ply 2 1902244R_Franklin Res. Job Reference (optional) I38690287 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:31 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-QxmQim1qOTQa?mtAOxQLftOeEAB2lJXHBTeXx?yZk82 NOTES- 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) WARNING: Required bearing size at joint(s) 9 greater than input bearing size. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 18 except (jt=lb) 1=168, 17=1141, 16=340, 9=250, 1=168. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 998 lb down and 54 lb up at 12-1-4, 998 lb down and 54 lb up at 14-1-4, 998 lb down and 54 lb up at 16-1-4, 998 lb down and 54 lb up at 18-1-4, 998 lb down and 54 lb up at 20-1-4, 998 lb down and 54 lb up at 22-1-4, 998 lb down and 54 lb up at 24-1-4, and 998 lb down and 54 lb up at 26-1-4, and 998 lb down and 54 lb up at 28-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-9=-60, 47-51=-20 Concentrated Loads (lb) Vert: 13=-987(F) 11=-987(F) 57=-987(F) 58=-987(F) 59=-987(F) 60=-987(F) 61=-987(F) 62=-987(F) 63=-987(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 1902244R Truss T9 Truss Type Piggyback Base Qty 10 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690288 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-u7Kov61S9nYRdwSNyfxaC5xrVZXXUuWQP7O4TSyZk81 Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 14 13 1223242526 27 28 3x4 6x6 6x6 6x12 MT20HS 5x6 6x12 MT20HS 5x6 4x6 4x8 1.5x4 3x4 4x8 1.5x4 9-5-5 9-5-5 18-0-3 8-6-13 27-5-0 9-4-13 -1-2-8 1-2-8 4-10-7 4-10-7 9-5-5 4-6-15 13-8-12 4-3-7 18-0-3 4-3-7 22-6-13 4-6-11 27-5-0 4-10-3 1-0-1110-6-01-1-310-6-012.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:0-4-4,0-1-12], [8:0-4-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.44 0.66 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.40 0.07 0.03 (loc) 12-14 12-14 11 12-14 l/defl >999 >819 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 146 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-14,9-12: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 -H 1-6-0, Right 2x8 SP No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-14, 7-12 REACTIONS.(lb/size)11=1095/Mechanical, 2=1171/0-5-8 Max Horz 2=199(LC 7) Max Uplift 11=-33(LC 11), 2=-55(LC 10) Max Grav 11=1126(LC 2), 2=1188(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1244/191, 4-6=-1112/235, 6-7=-720/218, 7-8=-720/219, 8-9=-1110/236, 9-11=-1242/192 BOT CHORD 2-14=-122/885, 12-14=-58/781, 11-12=-53/809 WEBS 6-14=-59/500, 8-12=-60/500 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T10 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690289 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:55 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-T0bp8SbFtPuhhE7GHNnvCHvaqfxZJ7i_vtwdf5yZk8c Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 52 53 54 55 56 4x4 6x6 6x6 3x12 MT18HS 5x6 3x12 MT18HS 4x4 3x6 4x8 3x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-5 9-5-5 9-8-0 0-2-11 18-0-3 8-4-3 27-5-0 9-4-13 -1-2-8 1-2-8 4-10-7 4-10-7 9-5-5 4-6-15 13-8-12 4-3-7 18-0-3 4-3-7 22-6-13 4-6-11 27-5-0 4-10-3 1-0-1110-6-01-1-310-6-012.00 12 Plate Offsets (X,Y)-- [2:0-7-11,Edge], [5:0-1-8,0-2-4], [5:0-0-0,0-1-12], [6:0-4-4,0-1-12], [8:0-4-4,0-1-12], [33:0-2-8,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.19 0.56 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.26 -0.02 0.02 (loc) 12-14 12-46 11 12-46 l/defl >999 >821 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,9-12: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 23-24,28-29,30-31: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x8 SP No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 7-15 REACTIONS.All bearings 9-11-8 except (jt=length) 11=Mechanical, 14=0-3-8, 14=0-3-8. (lb) - Max Horz 2=199(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 19 except 15=-243(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19 except 11=713(LC 19), 2=307(LC 19), 15=792(LC 1), 14=755(LC 17), 14=289(LC 1), 2=303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-370/184, 8-9=-570/187, 9-11=-697/142 BOT CHORD 14-15=-45/264, 12-14=-45/264, 11-12=-20/451 WEBS 6-15=-299/71, 7-15=-586/108, 7-12=-23/369 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 19, 2 except (jt=lb) 15=243. 14) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 September 27,2019 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 1902244R Truss T10 Truss Type Piggyback Base Structural Gable COMMON Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690289 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:55 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-T0bp8SbFtPuhhE7GHNnvCHvaqfxZJ7i_vtwdf5yZk8c NOTES- 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 1902244R Truss T11 Truss Type Piggyback Base Qty 9 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690290 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:56 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-xC9BMoctej0YIOhSr5I8lVSg53F52cJ77XgACXyZk8b Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 13 12 11222324 25 26 5x9 4x4 6x6 6x6 3x4 3x4 4x8 1.5x4 3x4 1.5x4 6x10 5x6 9-6-5 9-6-5 15-7-11 6-1-5 25-1-0 9-5-5 4-10-15 4-10-15 9-6-5 4-7-7 15-7-11 6-1-5 20-2-9 4-6-15 25-1-0 4-10-7 26-3-8 1-2-8 0-11-1110-6-01-0-1110-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-4-4,0-1-12], [9:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.48 0.66 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.33 0.05 -0.03 (loc) 13-16 13-16 9 13-16 l/defl >999 >917 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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* 3-13,7-11: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x8 SP No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)1=1002/Mechanical, 9=1078/0-5-8 Max Horz 1=-200(LC 8) Max Uplift 1=-33(LC 10), 9=-54(LC 11) Max Grav 1=1016(LC 2), 9=1093(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1110/180, 3-4=-972/223, 4-5=-619/210, 5-7=-978/222, 7-9=-1109/178 BOT CHORD 1-13=-97/830, 11-13=0/665, 9-11=0/727 WEBS 4-13=-37/386, 5-11=-59/438 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690291 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:36:58 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-ubHynUd79KGFYhrqzWKcqwX24swWWWuQbr9HGQyZk8Z Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 13 12 11222324 25 26 5x9 4x4 6x6 6x6 3x4 3x4 4x8 1.5x4 3x4 1.5x4 6x10 4x4 9-6-5 9-6-5 15-7-11 6-1-5 25-1-0 9-5-5 4-10-15 4-10-15 9-6-5 4-7-7 15-7-11 6-1-5 20-2-9 4-6-15 25-1-0 4-10-7 26-3-8 1-2-8 0-11-1110-6-01-0-1110-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-4-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.38 0.67 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.05 0.02 (loc) 13-16 13-16 9 13-16 l/defl >999 >920 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,7-11: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)1=1002/0-2-8, 9=1078/0-3-8 Max Horz 1=-200(LC 8) Max Uplift 1=-33(LC 10), 9=-54(LC 11) Max Grav 1=1016(LC 2), 9=1093(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1109/179, 3-4=-970/222, 4-5=-622/211, 5-7=-977/221, 7-9=-1108/177 BOT CHORD 1-13=-97/828, 11-13=0/668, 9-11=0/723 WEBS 4-13=-34/383, 5-11=-58/435 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T13 Truss Type Piggyback Base Qty 5 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690292 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:00 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-qzOiCAfNhxWzn??D4xM4vLcOagc__PNj29eOLIyZk8X Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 13 12 11222324 25 26 5x9 4x4 6x6 6x6 3x4 3x4 4x8 1.5x4 3x4 1.5x4 6x10 4x4 9-6-5 9-6-5 15-7-11 6-1-5 25-1-0 9-5-5 4-10-15 4-10-15 9-6-5 4-7-7 15-7-11 6-1-5 20-2-9 4-6-15 25-1-0 4-10-7 26-3-8 1-2-8 0-11-1110-6-01-0-1110-6-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-4-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.38 0.67 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.05 0.02 (loc) 13-16 13-16 9 13-16 l/defl >999 >920 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-13,7-11: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)1=1002/0-2-8, 9=1078/0-3-8 Max Horz 1=-200(LC 8) Max Uplift 1=-33(LC 10), 9=-54(LC 11) Max Grav 1=1016(LC 2), 9=1093(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1109/179, 3-4=-970/222, 4-5=-622/211, 5-7=-977/221, 7-9=-1108/177 BOT CHORD 1-13=-97/828, 11-13=0/668, 9-11=0/723 WEBS 4-13=-34/383, 5-11=-58/435 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690293 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:02 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-mMWTcrgeDZmh0J9cCMPY_mijzTIoSIP0WT7VPByZk8V Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 14 13 12232425 26 27 3x4 6x6 6x6 3x4 4x8 4x4 3x4 4x8 1.5x4 3x4 1.5x4 6x10 5x6 9-9-5 9-9-5 15-10-11 6-1-5 25-4-0 9-5-5 5-0-7 5-0-7 9-9-5 4-8-15 15-10-11 6-1-5 20-5-9 4-6-15 25-4-0 4-10-7 26-6-8 1-2-8 0-8-1110-6-01-0-1110-6-012.00 12 Plate Offsets (X,Y)-- [1:0-3-7,0-0-8], [5:0-4-4,0-1-12], [6:0-4-4,0-1-12], [10:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.39 0.65 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.05 0.04 (loc) 14-17 14-17 10 14-17 l/defl >999 >784 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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* 3-14,8-12: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -H 1-6-0, Right 2x8 SP No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)1=1012/0-5-8, 10=1088/0-5-8 Max Horz 1=-203(LC 8) Max Uplift 1=-35(LC 10), 10=-54(LC 11) Max Grav 1=1020(LC 2), 10=1102(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1137/184, 3-5=-1002/223, 5-6=-637/213, 6-8=-988/222, 8-10=-1119/179 BOT CHORD 1-14=-95/872, 12-14=0/674, 10-12=0/733 WEBS 3-14=-270/190, 5-14=-34/407, 6-12=-58/430 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T15 Truss Type Roof Special Qty 2 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690294 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:03 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-EY4rqBhG_suYeSkol3wnXzEqwtigBlU9l7s2ydyZk8U Scale = 1:58.6 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 20 21 5x9 4x4 3x4 3x4 3x4 3x4 4x8 1.5x4 4x6 4x8 4x4 6-8-8 6-8-8 13-1-4 6-4-12 19-9-8 6-8-4 6-8-8 6-8-8 9-9-0 3-0-8 14-7-8 4-10-8 19-9-8 5-2-0 21-0-0 1-2-8 4-5-36-8-09-2-70-10-04.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-2-8], [7:0-4-7,0-0-2] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.63 0.35 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.02 (loc) 11-12 11-12 7 9-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-9,1-12: 2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-9 REACTIONS.(lb/size)12=784/Mechanical, 7=861/0-3-8 Max Horz 12=175(LC 11) Max Uplift 12=-55(LC 12), 7=-61(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-667/141, 2-3=-528/166, 3-5=-836/229, 5-7=-910/137, 1-12=-720/140 BOT CHORD 9-11=-4/583, 7-9=0/637 WEBS 2-9=-348/108, 3-9=-180/596, 5-9=-258/193, 1-11=-30/649 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 12, 7. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 27,2019 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 1902244R Truss T16 Truss Type Roof Special Qty 6 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690295 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:06 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-f7mzSDj8HnG7VwSNRBTU8csNE5jIO1dbR45iYyyZk8R Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 3x4 4x4 3x4 3x6 3x4 3x4 1.5x4 3x4 3x6 3x4 4x8 4x8 1.5x4 4x8 4x4 3x4 7-4-6 7-4-6 12-7-12 5-3-6 19-6-0 6-10-4 25-10-12 6-4-12 32-7-0 6-8-4 7-4-6 7-4-6 13-5-3 6-0-13 19-6-0 6-0-13 22-6-8 3-0-8 27-5-0 4-10-8 32-7-0 5-2-0 33-9-8 1-2-8 0-2-06-8-09-2-70-10-04.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-6-12,0-1-12], [10:0-4-7,0-0-2] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.50 0.42 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.23 0.02 0.07 (loc) 17-18 17-18 10 17-18 l/defl >999 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-14,5-12,6-12: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)1=289/0-3-8, 16=1636/0-3-8, 10=742/0-3-8 Max Horz 1=196(LC 11) Max Uplift 1=-39(LC 8), 16=-170(LC 12), 10=-80(LC 13) Max Grav 1=296(LC 31), 16=1636(LC 1), 10=826(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-105/696, 4-5=-465/124, 5-6=-481/154, 6-8=-827/206, 8-10=-868/115 BOT CHORD 14-16=-377/123, 12-14=0/363, 10-12=0/612 WEBS 2-17=0/260, 2-16=-842/188, 4-16=-1207/243, 4-14=-47/865, 5-14=-359/111, 6-12=-152/473, 8-12=-323/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10 except (jt=lb) 16=170. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 27,2019 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 1902244R Truss T17 Truss Type Roof Special Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690296 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:07 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-7KJMgZkm25O_741Z_v?jhpPWnU297aWlfkqG5OyZk8Q Scale = 1:52.6 1 2 3 4 5 6 7 8 12 11 10 9 4x4 4x4 4x6 5x6 4x8 4x4 3x4 4x8 1.5x4 4x4 3x4 8-9-0 8-9-0 16-10-0 8-1-0 17-6-0 0-8-0 -1-2-8 1-2-8 4-6-4 4-6-4 8-9-0 4-2-12 12-9-8 4-0-8 16-10-0 4-0-8 17-6-0 0-8-0 0-10-01-4-118-1-81-4-1110.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-2], [8:Edge,0-3-8], [9: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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.64 0.51 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.22 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >952 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)9=692/0-3-8, 2=769/0-3-8 Max Horz 2=171(LC 9) Max Uplift 9=-35(LC 11), 2=-57(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-774/125, 4-5=-617/134, 5-6=-617/138, 6-7=-471/93, 7-8=-324/0, 8-9=-376/0 BOT CHORD 2-12=-76/572, 10-12=-15/533, 9-10=0/324 WEBS 5-12=-76/469, 6-10=-296/56 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T18 Truss Type Roof Special Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690297 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:09 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-3iR64Fm1aieiMNBy6K1BmEUufIkIbRV172JM9HyZk8O Scale = 1:52.5 1 2 3 4 5 6 7 11 10 9 8 4x4 5x9 1.5x4 4x8 4x4 3x4 4x8 1.5x4 4x4 4x4 8-9-0 8-9-0 16-0-6 7-3-6 17-6-0 1-5-10 -1-2-8 1-2-8 4-6-4 4-6-4 8-9-0 4-2-12 16-0-6 7-3-6 17-6-0 1-5-10 0-10-02-0-118-1-82-0-1110.00 12 Plate Offsets (X,Y)-- [2:0-4-7,0-0-2], [6:0-6-8,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.49 0.46 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.02 0.02 (loc) 11-14 11-14 8 11-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-11,6-11: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)8=692/0-3-8, 2=769/0-3-8 Max Horz 2=177(LC 9) Max Uplift 8=-37(LC 11), 2=-57(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-768/122, 4-5=-616/135, 5-6=-681/110, 6-7=-663/136, 7-8=-702/51 BOT CHORD 2-11=-76/567, 9-11=-85/606 WEBS 5-11=-11/422, 6-11=-252/143, 6-9=-689/220, 7-9=-181/1029 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T19 Truss Type Roof Special Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690298 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:09 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-3iR64Fm1aieiMNBy6K1BmEUvBIlZbRG172JM9HyZk8O Scale = 1:50.3 1 2 3 4 5 6 7 11 10 9 8 4x4 4x8 1.5x4 5x9 4x4 3x4 4x8 1.5x4 4x4 4x4 8-9-0 8-9-0 15-2-13 6-5-13 17-6-0 2-3-3 -1-2-8 1-2-8 4-6-4 4-6-4 8-9-0 4-2-12 15-2-13 6-5-13 17-6-0 2-3-3 0-10-02-8-118-1-82-8-1110.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [6:0-6-0,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.39 0.45 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.02 0.02 (loc) 11-14 11-14 2 11-14 l/defl >999 >915 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-11: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)8=692/0-3-8, 2=769/0-3-8 Max Horz 2=184(LC 9) Max Uplift 8=-40(LC 11), 2=-56(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-767/124, 4-5=-612/135, 5-6=-660/116, 6-7=-629/122, 7-8=-676/79 BOT CHORD 2-11=-78/567, 9-11=-69/594 WEBS 5-11=-26/427, 6-9=-589/154, 7-9=-136/915 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T20 Truss Type Roof Special Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690299 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:12 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-TH7FjGovsd1GDrwXnSauOt6SvVmTopUUp0Y0mcyZk8L Scale = 1:50.3 1 2 3 4 5 6 7 11 10 9 8 4x4 4x8 1.5x4 5x9 4x4 3x4 4x8 1.5x4 3x4 3x4 8-9-0 8-9-0 14-5-3 5-8-3 17-6-0 3-0-13 -1-2-8 1-2-8 4-6-4 4-6-4 8-9-0 4-2-12 14-5-3 5-8-3 17-6-0 3-0-13 0-10-03-4-118-1-83-4-1110.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [6:0-5-8,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.29 0.43 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.02 0.02 (loc) 11-14 11-14 2 11-14 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-11: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)8=692/0-3-8, 2=769/0-3-8 Max Horz 2=191(LC 9) Max Uplift 8=-45(LC 11), 2=-56(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-767/125, 4-5=-611/136, 5-6=-638/123, 6-7=-603/119, 7-8=-661/93 BOT CHORD 2-11=-80/567, 9-11=-62/578 WEBS 5-11=-41/433, 6-9=-528/124, 7-9=-112/843 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss T21 Truss Type Roof Special Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690300 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:14 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-QgF?8yp9OFH_T94vvtdMTIBpqJS?GjMnGK17qUyZk8J Scale = 1:50.3 1 2 3 4 5 6 7 11 10 9 8 4x4 4x8 1.5x4 5x9 4x4 3x4 4x8 1.5x4 3x4 3x4 8-9-0 8-9-0 13-7-10 4-10-10 17-6-0 3-10-6 -1-2-8 1-2-8 4-6-4 4-6-4 8-9-0 4-2-12 13-7-10 4-10-10 17-6-0 3-10-6 0-10-04-0-118-1-84-0-1110.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [6:0-5-4,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.20 0.43 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.02 0.02 (loc) 11-14 11-14 2 11-14 l/defl >999 >846 n/a >999 L/d 360 240 n/a 240 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 *Except* 5-11: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)8=692/0-3-8, 2=769/0-3-8 Max Horz 2=198(LC 9) Max Uplift 8=-50(LC 11), 2=-56(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-767/126, 4-5=-610/137, 5-6=-618/130, 6-7=-579/121, 7-8=-649/104 BOT CHORD 2-11=-82/567, 9-11=-61/560 WEBS 5-11=-58/439, 6-9=-483/107, 7-9=-98/787 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 27,2019 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 1902244R Truss V1 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690301 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:33 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-MKuB7S24w4gIF30ZWMSqlIU6zz1TDOLaen7e?uyZk80 Scale = 1:8.8 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-11-0 2-10-11 1-5-8 1-5-8 2-11-0 1-5-8 0-0-41-2-90-0-410.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 2-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=84/2-10-6, 3=84/2-10-6 Max Horz 1=-17(LC 6) Max Uplift 1=-5(LC 10), 3=-5(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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 1902244R Truss V1A Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690302 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:34 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-qWSZKo3ihOo9sDbl44_3HW0FfNNNyr_jtRtBYKyZk8? Scale = 1:20.1 1 2 3 5 4 2x4 4x4 4x8 1.5x4 5-10-11 5-10-11 3-5-8 3-5-8 5-10-11 2-5-3 0-0-42-10-90-10-410.00 12 Plate Offsets (X,Y)-- [3:0-1-7,0-1-12], [3:Edge,0-3-8], [4:0-0-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=116/5-10-6, 4=83/5-10-6, 5=228/5-10-6 Max Horz 1=56(LC 7) Max Uplift 1=-26(LC 11), 4=-37(LC 11) Max Grav 1=116(LC 1), 4=92(LC 18), 5=233(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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. September 27,2019 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 1902244R Truss V1B Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690303 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:35 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-Ii0xY74LShw?UNAydnVIqjZLungqhHJs55ck4myZk8_ Scale = 1:30.2 1 2 3 5 42x4 4x4 1.5x4 1.5x4 1.5x4 8-8-5 8-8-5 5-5-8 5-5-8 8-8-5 3-2-13 0-0-44-6-91-10-410.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.18 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 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 8-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=193/8-8-0, 4=108/8-8-0, 5=351/8-8-0 Max Horz 1=98(LC 9) Max Uplift 1=-25(LC 11), 4=-50(LC 11) Max Grav 1=193(LC 1), 4=124(LC 18), 5=363(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-257/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. September 27,2019 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 1902244R Truss V1C Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690304 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-F57hzp5b_JAjjhKKlCXmv8ekKaMo99u9ZP5r7fyZk7y Scale = 1:39.4 1 2 3 4 7 6 5893x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-5-14 11-5-14 7-5-8 7-5-8 11-5-14 4-0-6 0-0-46-2-92-10-410.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-10. (lb) - Max Horz 1=141(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-146(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=433(LC 17), 7=379(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-285/191 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 7=146. September 27,2019 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 1902244R Truss V2 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690305 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-jHh4A96DlcIaLrvWJv2?RMBxu_kiueIJo3rPg5yZk7x Scale = 1:15.1 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-4 0-0-4 4-11-0 4-10-12 2-5-8 2-5-8 4-11-0 2-5-8 0-0-42-5-80-0-412.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=103/4-10-8, 3=103/4-10-8, 4=131/4-10-8 Max Horz 1=-41(LC 6) Max Uplift 1=-19(LC 11), 3=-19(LC 11) Max Grav 1=103(LC 1), 3=103(LC 1), 4=131(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 1902244R Truss V3 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690306 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-jHh4A96DlcIaLrvWJv2?RMBxY_kWueDJo3rPg5yZk7x Scale = 1:17.2 1 2 3 4 2x4 4x4 2x4 1.5x4 5-7-8 5-7-8 5-7-13 0-0-5 2-9-14 2-9-14 5-7-13 2-9-14 0-0-42-4-40-0-410.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=112/5-7-3, 3=112/5-7-3, 4=163/5-7-3 Max Horz 1=-39(LC 6) Max Uplift 1=-18(LC 10), 3=-22(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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 1902244R Truss V3A Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690307 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:39 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-BUFSNV7rWwQRz_UjsdZE_Zk1zO?Zd08S0jayCYyZk7w Scale = 1:28.6 1 2 3 4 5 6 7 8 9 3x4 3x4 4x6 3x4 1.5x4 13-8-6 13-8-6 13-8-11 0-0-5 5-5-8 5-5-8 8-6-0 3-0-8 13-8-11 5-2-11 0-0-41-9-134-4-40-0-44.00 12 10.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.38 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=47/13-7-10, 4=-207/13-7-10, 5=1151/13-7-10 Max Horz 1=83(LC 11) Max Uplift 4=-287(LC 18), 5=-279(LC 12) Max Grav 1=103(LC 5), 4=152(LC 12), 5=1151(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/511, 2-3=-263/653, 3-4=-291/656 BOT CHORD 1-5=-451/271, 4-5=-451/271 WEBS 3-5=-974/435 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=287, 5=279. September 27,2019 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 1902244R Truss V3B Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690308 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-7sNCoB851Xg9CIe5_2ci3_pOwCio5y5lU133HQyZk7u Scale = 1:43.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 173x4 3x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 22-1-3 22-1-3 22-1-8 0-0-5 11-5-8 11-5-8 14-6-0 3-0-8 22-1-8 7-7-8 0-0-43-9-136-4-40-0-44.00 12 10.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.21 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 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 6-0-0 oc bracing. REACTIONS.All bearings 22-0-7. (lb) - Max Horz 1=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 12 except 8=-136(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=466(LC 21), 10=289(LC 30), 12=483(LC 30), 8=383(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-9=-275/46, 2-12=-357/150, 6-8=-302/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 12 except (jt=lb) 8=136. September 27,2019 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 1902244R Truss V4 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690309 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:42 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-b3xa0X9korp0qSDIYl7xcCMaWb3_qSguihpcptyZk7t Scale = 1:30.1 1 2 3 42x4 4x4 2x4 1.5x4 0-0-4 0-0-4 8-11-0 8-10-12 4-5-8 4-5-8 8-11-0 4-5-8 0-0-44-5-80-0-412.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.28 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=201/8-10-8, 3=201/8-10-8, 4=256/8-10-8 Max Horz 1=79(LC 9) Max Uplift 1=-37(LC 11), 3=-37(LC 11) Max Grav 1=201(LC 1), 3=201(LC 1), 4=256(LC 3) 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) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 27,2019 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 1902244R Truss V5 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690310 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-3FVzDtAMZ9xtRcnU5TeA8PunW?PSZuB2xLY9LJyZk7s Scale = 1:41.3 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 12-11-0 12-10-12 6-5-8 6-5-8 12-11-0 6-5-8 0-0-46-5-80-0-412.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 45 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 12-10-8. (lb) - Max Horz 1=-118(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-158(LC 10), 6=-158(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=323(LC 17), 8=340(LC 17), 6=340(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/200, 4-6=-257/200 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=158, 6=158. September 27,2019 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 1902244R Truss V6 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690311 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-XR3LRCB_KS3k3mMgfA9PhdRyTPlJIKPBA?IjtlyZk7r Scale = 1:53.5 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 16-11-0 16-10-12 8-5-8 8-5-8 16-11-0 8-5-8 0-0-48-5-80-0-412.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.15 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-10-8. (lb) - Max Horz 1=-157(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-199(LC 10), 6=-198(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 20), 9=473(LC 17), 6=473(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-317/244, 4-6=-317/244 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; 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, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=199, 6=198. September 27,2019 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 1902244R Truss V7 Truss Type Valley Qty 1 Ply 1 1902244R_Franklin Res. Job Reference (optional) I38690312 8.320 s Aug 28 2019 MiTek Industries, Inc. Thu Sep 26 14:37:46 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:OKz95lwtWyj?h6c?uqjtd5ylVXO-UqA5ruCEs4JSI3W3nbBtm2WIMDR0mD7UdJnqyeyZk7p Scale = 1:65.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 3x4 4x4 3x4 3x4 3x4 3x4 0-0-4 0-0-4 20-11-0 20-10-12 10-5-8 10-5-8 20-11-0 10-5-8 0-0-410-5-80-0-412.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.14 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 20-10-8. (lb) - Max Horz 1=196(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-180(LC 10), 15=-134(LC 10), 11=-179(LC 11), 10=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=375(LC 20), 14=490(LC 17), 15=308(LC 17), 11=490(LC 18), 10=309(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-293/229, 6-11=-293/229 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; 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 ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 14=180, 15=134, 11=179, 10=134. September 27,2019 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