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HomeMy WebLinkAbout1902609 Story Cottage Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. May 11,2020 Liu, Xuegang Pages or sheets covered by this seal: I41263786 thru I41263840 My license renewal date for the state of Indiana is July 31, 2020. 1902609R 1902609 Story Cottage 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 1902609R Truss G1G Truss Type Common Supported Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263786 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:17 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-g3O34URNdeAzHRltl21cMgdX4iO8ovMm6eU42KzHaDW Scale = 1:59.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 4x8 3x6 4x4 4x6 2x4 3x6 5x6 22-0-2 22-0-2 11-5-11 11-5-11 22-0-2 10-6-7 23-9-10 1-9-8 0-10-49-5-81-6-119.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-12], [13:0-3-0,0-3-0], [28:0-0-0,0-1-12] 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 0.39 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 15 14-15 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 122 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* 8-21,7-22,9-20: 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 21-8-10. (lb) - Max Horz 28=-200(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 22, 24, 25, 26, 20, 19, 18, 17 except 28=-159(LC 8), 27=-119(LC 10) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 24, 25, 26, 27, 20, 19, 18, 17 except 21=268(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-16=-326/268 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 22, 24, 25, 26, 20, 19, 18, 17 except (jt=lb) 28=159, 27=119. 11) Non Standard bearing condition. Review required. May 11,2020 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 1902609R Truss G1S Truss Type Common Structural Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263787 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-8FyRIqS?OyIqvbK3JlYrvuAjU6jgXO8wLIEeamzHaDV Scale = 1:34.5 1 2 3 4 5 6 7 12 10 8119 6x12 MT20HS 5x6 6x12 MT20HS 5x6 4x4 2-8-8 2-8-8 5-8-8 3-0-0 8-8-8 3-0-0 11-5-0 2-8-8 -1-9-8 1-9-8 5-8-8 5-8-8 11-5-0 5-8-8 13-2-8 1-9-8 1-0-125-4-21-0-129.00 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-AS 0.35 0.18 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 -0.01 (loc) 10 10 6 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 61 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x8 SP No.2 -x 1-6-0, Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 3-0-0 except (jt=length) 11=0-3-8, 9=0-3-8. (lb) - Max Horz 2=109(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 12=-192(LC 10), 8=-192(LC 11) Max Grav All reactions 250 lb or less at joint(s) 12, 8, 11, 9 except 2=442(LC 1), 6=442(LC 1), 2=442(LC 1), 6=442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-347/382, 4-6=-347/380 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 MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 2, 6 except (jt=lb) 12=192, 8=192. 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. May 11,2020 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 1902609R Truss G2G Truss Type Common Supported Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263788 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-cRWpVATd9FQhXlvFtS34R5jtaW51GpT3ZyzB6DzHaDU Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 113x4 4x4 3x4 3x6 16-9-2 16-9-2 8-9-4 8-9-4 16-9-2 7-11-14 18-6-10 1-9-8 0-5-117-0-101-0-129.00 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 0.39 0.05 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.01 0.00 (loc) 10 10 11 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-9-2. (lb) - Max Horz 1=148(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 16, 17, 19, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 16, 17, 19, 14, 13, 12 except 11=268(LC 16) 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 studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 16, 17, 19, 14, 13, 12. 10) Non Standard bearing condition. Review required. May 11,2020 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 1902609R Truss G3G Truss Type Common Supported Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263789 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-4e4CjWUGwZYY9vUSRAaJ_JF3cwQM?GzDocjkefzHaDT Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 2x4 4x4 3x6 5x6 3x4 21-11-6 21-11-6 -1-9-8 1-9-8 6-0-12 6-0-12 21-11-6 15-10-10 23-8-14 1-9-8 4-6-37-0-80-5-15.00 12 Plate Offsets (X,Y)-- [20:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.10 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 0.00 (loc) 14 14 13 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 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 21-11-6. (lb) - Max Horz 24=-130(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 22, 23, 20, 19, 18, 17, 16, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 20, 19, 18, 17, 16 except 24=311(LC 18), 15=264(LC 1), 13=293(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-301/215 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 22, 23, 20, 19, 18, 17, 16, 15, 13. May 11,2020 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 1902609R Truss LAY3 Truss Type Lay-In Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263790 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-YqeawsUuhtgPm23e_t5YXWoBnKm_kjBM1GSIB5zHaDS Scale = 1:63.2 1 2 3 6 5 4 1.5x4 1.5x4 2x4 4x6 1.5x4 1.5x4 1-6-0 1-6-0 7-0-3 5-6-3 7-0-3 7-0-3 10-9-210-9-223.40 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 0.53 0.08 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E 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 1-6 REACTIONS.All bearings 7-0-3. (lb) - Max Horz 6=-220(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 4 except 3=-169(LC 7), 5=-191(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 3, 5 except 4=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-361/355, 3-4=-363/331 WEBS 2-4=-253/151 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 3=169, 5=191. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 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 1902609R Truss LAY4 Truss Type Lay-In Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263791 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-VClKLYW8CUw60MC06I70cxtYM7PXCeZfUZxOF_zHaDQ Scale = 1:54.2 1 2 3 4 8 7 6 5 94x4 3x4 3x4 5x6 4x6 1.5x4 1.5x4 1.5x4 2-9-11 2-9-11 8-6-4 5-8-9 8-6-4 8-6-4 3-3-18-8-125-5-105-5-1023.40 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 0.46 0.20 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-5: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 3-5 REACTIONS.All bearings 8-6-4. (lb) - Max Horz 8=200(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7 except 6=421(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-312/278 BOT CHORD 7-8=-269/284 WEBS 2-6=-272/119, 3-5=-234/327 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 7, 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 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 1902609R Truss LAY5 Truss Type Lay-In Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263792 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:23 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-VClKLYW8CUw60MC06I70cxtXj7QbCcpfUZxOF_zHaDQ Scale = 1:54.4 1 2 3 6 5 4 2x4 1.5x4 1.5x4 4x6 1.5x4 1.5x4 0-1-13 0-1-13 4-4-14 4-3-1 5-8-2 1-3-4 5-8-2 5-8-2 23.40 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 0.57 0.13 0.21 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-6-5. (lb) - Max Horz 1=175(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-143(LC 9), 5=-194(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 5 except 6=353(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-6=-298/291, 5-6=-235/372 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=143, 5=194. 7) Non Standard bearing condition. Review required. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 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 1902609R Truss M2 Truss Type Monopitch Supported Gable Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263793 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-zPJiYtXmzo2zdWnDg0fF89Ql0Xn9x6NojDhynQzHaDP Scale = 1:23.7 1 2 3 4 5 6 10 9 8 73x4 -1-9-8 1-9-8 10-1-6 10-1-6 0-5-14-7-105.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 39 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 10-1-6. (lb) - Max Horz 2=148(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9 except 2=299(LC 18), 10=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. May 11,2020 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 1902609R Truss PB1 Truss Type Piggyback Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263794 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-Rbt5mDXOk5BqFgMPDjAUhMyw5x5vgY5yytQVKszHaDO Scale = 1:36.1 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-6-6 21-6-6 10-9-3 10-9-3 21-6-6 10-9-3 0-4-14-4-34-5-130-1-100-4-10-1-105.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 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 19-3-2. (lb) - Max Horz 2=56(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=508(LC 19), 8=508(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-376/169, 5-8=-376/169 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 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 1902609R Truss PB2 Truss Type Piggyback Qty 15 Ply 1 1902609 Story Cottage Job Reference (optional) I41263795 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:26 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-vnRTzZY0VPJhtqxbnRhjEaV5rLR8P?L5AXA3sJzHaDN Scale = 1:36.1 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-6-6 21-6-6 10-9-3 10-9-3 21-6-6 10-9-3 0-4-14-4-34-5-130-1-100-4-10-1-105.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 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 19-3-2. (lb) - Max Horz 2=56(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=508(LC 19), 8=508(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-376/169, 5-8=-376/169 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 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 1902609R Truss PB3 Truss Type Piggyback Qty 14 Ply 1 1902609 Story Cottage Job Reference (optional) I41263796 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-N_?rBvZfGjRYU_WoL8Cymn2GXknK8SZEPBvcOlzHaDM Scale = 1:36.2 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-7-6 21-7-6 10-9-11 10-9-11 21-7-6 10-9-11 0-4-14-4-74-6-10-1-100-4-10-1-105.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 58 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 19-4-3. (lb) - Max Horz 2=-57(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=511(LC 19), 8=511(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-378/170, 5-8=-378/170 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 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 1902609R Truss T1 Truss Type Common Qty 11 Ply 1 1902609 Story Cottage Job Reference (optional) I41263797 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:28 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-rAZDOFaH10ZP675_vrjBJ?aLH80StoQOerf9xBzHaDL Scale = 1:56.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 3x6 6x8 3x6 3x4 3x6 1.5x4 4x4 4x4 4x4 1.5x4 3x8 MT18HS 4x4 6-7-15 6-7-15 12-10-8 6-2-9 22-1-3 9-2-11 31-9-4 9-8-1 -1-9-8 1-9-8 8-2-0 8-2-0 15-10-10 7-8-10 23-7-4 7-8-10 31-9-4 8-2-0 33-6-12 1-9-8 0-5-17-0-80-5-15.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-8], [8:0-0-3,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-AS 0.71 0.67 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.42 0.01 0.05 (loc) 10-12 10-12 2 10-20 l/defl >929 >541 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 113 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* 5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12 REACTIONS. (size)2=0-3-8, 12=0-3-8, 8=0-3-8 Max Horz 2=96(LC 16) Max Uplift 2=-84(LC 12), 12=-75(LC 12), 8=-117(LC 13) Max Grav 2=492(LC 19), 12=1556(LC 1), 8=788(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-374/88, 3-5=-4/563, 5-7=-857/209, 7-8=-1048/190 BOT CHORD 2-14=-63/277, 8-10=-66/900 WEBS 3-14=0/274, 3-12=-746/218, 5-12=-1099/214, 5-10=-129/941, 7-10=-537/230 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 8=117. 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. May 11,2020 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 1902609R Truss T1R Truss Type Common Girder Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263798 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-RsPWK1l3kJKQnH9gjozTtx9o7nmH96HSs12vQNzHaD7 Scale = 1:34.0 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 24 25 4x8 4x4 4x4 6x12 MT20HS 4x4 4x6 2x4 8x8 1.5x4 4x6 2x4 1.5x4 1.5x4 4x6 2x4 3-0-0 3-0-0 3-10-0 0-10-0 5-8-8 1-10-8 7-10-0 2-1-8 11-5-0 3-7-0 3-0-0 3-0-0 3-10-0 0-10-0 5-8-8 1-10-8 7-10-0 2-1-8 9-1-0 1-3-0 11-5-0 2-4-0 1-0-125-4-21-0-129.00 12 Plate Offsets (X,Y)-- [11:0-4-0,0-4-12] 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-MP 0.49 0.76 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 0.02 (loc) 10-22 10-22 1 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 66 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -x 1-6-0, Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 9=0-3-8, 13=0-3-8 (req. 0-3-13) Max Horz 1=-83(LC 6) Max Uplift 1=-13(LC 11), 9=-111(LC 11), 13=-159(LC 10) Max Grav 1=214(LC 1), 9=1672(LC 1), 13=2438(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-999/112, 4-5=-1018/147, 5-6=-966/140, 6-7=-1163/104, 7-9=-1503/139 BOT CHORD 10-11=-85/1238, 9-10=-85/1238 WEBS 3-13=-1315/105, 5-11=-125/977, 3-14=-59/984, 11-14=-64/1072, 11-15=-589/107, 7-15=-479/94, 6-15=-95/257, 10-15=-76/451 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 MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 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=111, 13=159. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 404 lb down and 31 lb up at 1-10-0, 752 lb down and 58 lb up at 3-10-0, 788 lb down and 58 lb up at 5-10-0, and 776 lb down and 58 lb up at 7-10-0, and 752 lb down and 59 lb up at 9-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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: 1-5=-60, 5-9=-60, 16-20=-20 Concentrated Loads (lb) Vert: 11=-752(B) 12=-752(B) 10=-752(B) 24=-404(B) 25=-752(B) May 11,2020 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 1902609R Truss T2 Truss Type Common Qty 2 Ply 1 1902609 Story Cottage Job Reference (optional) I41263799 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-v3zuXNlhVdSHPRksHVUiQ9iy2B7muUYb4hoSyqzHaD6 Scale = 1:46.2 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 5x6 3x6 1.5x4 3x8 MT18HS4x4 4x4 1.5x4 4x4 4x6 3-0-10 3-0-10 12-3-5 9-2-11 21-11-6 9-8-1 -1-9-8 1-9-8 6-0-12 6-0-12 13-9-6 7-8-10 21-11-6 8-2-0 23-8-14 1-9-8 4-6-33-9-47-0-84-2-60-5-15.00 12 Plate Offsets (X,Y)-- [6:0-0-3,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-AS 0.55 0.68 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.40 -0.01 0.05 (loc) 8-10 8-10 10 8-14 l/defl >999 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 89 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* 3-10,3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=0-3-8, 6=0-3-8, 2=0-3-8 Max Horz 2=-130(LC 10) Max Uplift 10=-133(LC 13), 6=-120(LC 13), 2=-486(LC 4) Max Grav 10=1509(LC 2), 6=790(LC 1), 2=76(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/394, 3-5=-845/233, 5-6=-1035/214 BOT CHORD 6-8=-88/884 WEBS 3-10=-955/157, 3-8=-132/885, 5-8=-490/234, 2-10=-552/191 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) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=133, 6=120, 2=486. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 11,2020 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 1902609R Truss T3 Truss Type Common Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263800 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-1ZFpGqvrRd4RTREMYkDlRulEKQgwRZmW4CRevZzHaCv Scale = 1:34.2 1 2 3 4 5 6 7 8 6x12 MT20HS 5x6 6x12 MT20HS 5x6 1.5x4 4x4 5-8-8 5-8-8 11-5-0 5-8-8 -1-9-8 1-9-8 5-8-8 5-8-8 11-5-0 5-8-8 13-2-8 1-9-8 1-0-125-4-21-0-129.00 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-AS 0.32 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.02 (loc) 8-11 8-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 49 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.2 -x 1-6-0, Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=109(LC 9) Max Uplift 2=-57(LC 10), 6=-57(LC 11) Max Grav 2=564(LC 1), 6=564(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-423/181, 4-6=-423/181 BOT CHORD 2-8=0/273, 6-8=0/273 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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. May 11,2020 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 1902609R Truss T4 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263801 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-1qnEqe7VRrE0?21d1o1keUy4XHOqw6N0_L32?4zHaCe Scale = 1:42.0 1 2 3 4 5 6 9 8 7 14 4x6 1.5x4 5x9 4x6 3x6 4x4 6x12 MT20HS 5x6 9-0-14 9-0-14 17-0-12 7-11-14 1-4-2 1-4-2 9-0-14 7-8-12 17-0-12 7-11-14 18-10-4 1-9-8 1-1-117-0-101-0-121-1-119.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-6] 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 0.54 0.61 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.34 0.04 0.09 (loc) 7-9 7-9 5 7-12 l/defl >999 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 69 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7: 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-149(LC 8) Max Uplift 9=-41(LC 10), 5=-68(LC 11) Max Grav 9=671(LC 1), 5=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/100, 3-5=-731/196 BOT CHORD 7-9=-252/1120, 5-7=0/537 WEBS 2-9=-1188/396, 2-7=-587/270, 3-7=0/397 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) 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) 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, 5. 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. May 11,2020 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 1902609R Truss T5 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263802 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:17 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-vb0lg?A0U4kSUfLPGe5goK6nCul7s?obvz1F8szHaCa Scale = 1:42.0 1 2 3 4 5 6 9 8 7 14 4x6 1.5x4 6x6 4x6 3x6 4x4 6x12 MT20HS 5x6 9-0-14 9-0-14 17-0-12 7-11-14 2-5-7 2-5-7 9-0-14 6-7-7 17-0-12 7-11-14 18-10-4 1-9-8 1-11-77-0-101-0-121-11-79.00 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-AS 0.50 0.59 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.34 0.04 0.09 (loc) 7-9 7-9 5 7-12 l/defl >999 >589 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 70 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-157(LC 8) Max Uplift 9=-44(LC 10), 5=-68(LC 11) Max Grav 9=671(LC 1), 5=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-720/106, 3-5=-724/211 BOT CHORD 7-9=-143/878, 5-7=0/529 WEBS 2-9=-947/234, 2-7=-361/171, 3-7=0/407 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) 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) 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, 5. 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. May 11,2020 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 1902609R Truss T6 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263803 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-Ooa7uLAeFNsJ6pwbqLdvLXfx8I5QbSGl8dmphIzHaCZ Scale = 1:42.0 1 2 3 4 5 6 9 8 7 14 4x6 2x4 5x6 4x6 3x6 4x4 6x12 MT20HS 5x6 9-0-14 9-0-14 17-0-12 7-11-14 3-6-12 3-6-12 9-0-14 5-6-2 17-0-12 7-11-14 18-10-4 1-9-8 2-9-77-0-101-0-122-9-79.00 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-AS 0.55 0.58 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.04 0.09 (loc) 7-9 7-9 5 7-12 l/defl >999 >575 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 71 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-166(LC 8) Max Uplift 9=-48(LC 10), 5=-68(LC 11) Max Grav 9=671(LC 1), 5=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-694/113, 3-5=-716/224 BOT CHORD 7-9=-83/758, 5-7=0/521 WEBS 2-9=-836/170, 2-7=-278/136, 3-7=0/417 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) 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) 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, 5. 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. May 11,2020 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 1902609R Truss T7 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263804 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-s_8V5hBG0h_AkzUnO388tlC60iReKtuuMHWMDkzHaCY Scale = 1:42.0 1 2 3 4 5 6 9 8 7 14 4x6 3x4 5x6 4x6 3x6 4x4 6x12 MT20HS 5x6 9-0-14 9-0-14 17-0-12 7-11-14 4-8-2 4-8-2 9-0-14 4-4-12 17-0-12 7-11-14 18-10-4 1-9-8 3-7-77-0-101-0-123-7-79.00 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-AS 0.54 0.59 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.36 0.04 0.09 (loc) 7-9 7-9 5 7-12 l/defl >999 >562 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 73 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-174(LC 8) Max Uplift 9=-54(LC 10), 5=-68(LC 11) Max Grav 9=671(LC 1), 5=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-670/121, 3-5=-711/235 BOT CHORD 7-9=-39/679, 5-7=0/512 WEBS 2-9=-761/134, 3-7=0/428 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) 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) 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, 5. 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. May 11,2020 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 1902609R Truss T8 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263805 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-s_8V5hBG0h_AkzUnO388tlC69iRdKpcuMHWMDkzHaCY Scale = 1:42.0 1 2 3 4 5 6 9 8 7 14 4x6 3x4 5x6 4x6 3x6 4x4 6x12 MT20HS 5x6 9-0-14 9-0-14 17-0-12 7-11-14 5-9-7 5-9-7 9-0-14 3-3-7 17-0-12 7-11-14 18-10-4 1-9-8 4-5-117-0-101-0-124-5-119.00 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-AS 0.53 0.59 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.37 0.04 0.09 (loc) 7-9 7-9 5 7-12 l/defl >999 >551 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 75 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-183(LC 8) Max Uplift 9=-62(LC 10), 5=-67(LC 11) Max Grav 9=671(LC 1), 5=790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/131, 3-5=-710/241 BOT CHORD 7-9=-3/617, 5-7=0/503 WEBS 2-9=-705/110, 3-7=0/440 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) 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) 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, 5. 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. May 11,2020 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 1902609R Truss T9 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263806 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:20 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-KAitI1Cun?61L73_ymfNQykD26lD3Nv2bxFwlAzHaCX Scale = 1:49.8 1 2 3 4 5 6 9 8 714 4x6 4x4 6x6 4x4 3x12 MT18HS 5x6 3x8 MT18HS 4x8 1.5x4 10-3-14 10-3-14 19-5-4 9-1-6 6-10-12 6-10-12 10-3-14 3-5-2 14-8-13 4-4-15 19-5-4 4-8-7 5-3-77-11-141-1-145-3-79.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-AS 0.72 0.76 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.65 0.05 -0.03 (loc) 7-9 7-9 6 7-9 l/defl >913 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 89 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* 2-9,3-7: 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-9 REACTIONS. (size)9=Mechanical, 6=Mechanical Max Horz 9=-191(LC 8) Max Uplift 9=-73(LC 10), 6=-39(LC 11) Max Grav 9=772(LC 1), 6=772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-723/154, 3-4=-719/141, 4-6=-885/140 BOT CHORD 7-9=-43/683, 6-7=-48/633 WEBS 2-9=-792/122, 2-7=-302/157, 3-7=-93/557 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. May 11,2020 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 1902609R Truss T10 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263807 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:29 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-JM7bbbavoKhGkHgASZEQrC7Y6YKxcC2XsVOjTezHaDK Scale = 1:49.8 1 2 3 4 5 6 9 8 71415 16 17 4x6 2x4 5x6 5x6 6x12 MT20HS 5x6 3x8 MT18HS 4x4 4x8 10-3-14 10-3-14 19-5-4 9-1-6 4-1-13 4-1-13 8-0-2 3-10-5 10-3-14 2-3-12 14-8-13 4-4-15 19-5-4 4-8-7 6-1-77-11-141-1-146-1-79.00 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-AS 0.64 0.78 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.57 0.08 0.15 (loc) 7-9 7-9 6 7-12 l/defl >982 >406 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 91 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7,4-7: 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 6=Mechanical Max Horz 9=-200(LC 8) Max Uplift 9=-82(LC 10), 6=-38(LC 11) Max Grav 9=799(LC 2), 6=814(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-791/156, 3-4=-741/147, 4-6=-854/245 BOT CHORD 7-9=-39/453, 6-7=0/592 WEBS 2-9=-713/134, 2-7=-24/523, 3-7=-518/100, 4-7=0/535 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. May 11,2020 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 1902609R Truss T11 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263808 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-oZh_pxbXZep7LRFN0GlfOQgipyeTLdLh598G?4zHaDJ Scale = 1:49.7 1 2 3 4 5 6 9 8 71415 16 17 4x6 3x4 6x6 5x6 6x12 MT20HS 5x6 3x6 4x4 4x8 9-1-7 9-1-7 19-5-4 10-3-13 4-8-8 4-8-8 9-1-7 4-5-0 10-3-14 1-2-7 14-8-13 4-4-15 19-5-4 4-8-7 6-11-77-11-141-1-146-11-79.00 12 Plate Offsets (X,Y)-- [3:0-2-3,Edge], [4:0-3-1,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.64 0.89 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.58 -0.08 0.17 (loc) 7-12 7-12 6 7-12 l/defl >847 >397 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 93 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* 1-9,3-7: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 6=Mechanical Max Horz 9=-208(LC 8) Max Uplift 9=-93(LC 10), 6=-38(LC 11) Max Grav 9=815(LC 2), 6=827(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-664/145, 3-4=-725/118, 4-6=-837/132 BOT CHORD 7-9=-27/465, 6-7=0/579 WEBS 2-9=-755/127, 2-7=-9/444, 3-7=-423/54, 4-7=-36/539 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. May 11,2020 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 1902609R Truss T12 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263809 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-GlEM0Hc9Kxx_zbqZa_HuxdCxiM?p4D_qKptqXWzHaDI Scale = 1:46.3 1 2 3 4 5 6 7 11 10 9 81617 4x6 3x4 3x12 MT18HS 5x6 3x12 MT18HS 4x4 4x4 5x6 4x4 1.5x4 10-2-12 10-2-12 12-10-2 2-7-5 19-5-4 6-7-2 5-3-2 5-3-2 10-2-12 4-11-10 10-3-14 0-1-2 14-8-13 4-4-15 15-8-4 0-11-7 19-5-4 3-9-0 7-9-71-1-147-9-79.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.44 0.82 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.73 0.04 -0.04 (loc) 9-11 9-11 7 9-11 l/defl >662 >317 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 102 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-8: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11 REACTIONS. (size)11=Mechanical, 7=Mechanical Max Horz 11=-213(LC 8) Max Uplift 11=-109(LC 6), 7=-38(LC 11) Max Grav 11=777(LC 2), 7=772(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/158, 3-4=-477/161, 4-5=-778/165, 5-7=-890/144 BOT CHORD 9-11=-74/418, 8-9=0/545, 7-8=-65/645 WEBS 2-11=-660/148, 2-9=-28/340 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 11=109. 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. May 11,2020 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 1902609R Truss T13 Truss Type Common Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263810 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-kxokEcdn5F3rblOl8ho7Trl34lSZpd__ZTdN4zzHaDH Scale = 1:50.4 1 2 3 4 5 7 61213 3x12 MT18HS 5x6 4x4 4x4 5x6 1.5x4 1.5x4 6-0-9 6-0-9 10-9-0 4-8-7 1-7-10 1-7-10 6-0-9 4-4-15 10-9-0 4-8-7 6-9-37-11-141-1-149.00 12 Plate Offsets (X,Y)-- [5:0-3-8,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-AS 0.53 0.33 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.01 0.01 (loc) 6-7 6-7 5 6-10 l/defl >999 >918 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 63 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* 3-6,1-7: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)5=Mechanical, 7=Mechanical Max Horz 5=-208(LC 8) Max Uplift 5=-11(LC 11), 7=-74(LC 11) Max Grav 5=424(LC 1), 7=496(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/217, 3-5=-454/72 BOT CHORD 5-6=-91/358 WEBS 2-6=-174/531, 3-6=-293/212, 2-7=-394/102 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 MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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. May 11,2020 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 1902609R Truss T14 Truss Type Common Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263811 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-C8M6RyePsZBiCvzxhPJM02IEr9oiY487n7MwcPzHaDG Scale = 1:47.1 1 2 3 4 5 7 61213 5x9 5x6 4x4 4x4 5x6 1.5x4 1.5x4 6-1-5 6-1-5 10-10-8 4-9-3 1-7-10 1-7-10 6-1-5 4-5-11 10-10-8 4-9-3 6-9-37-11-141-0-129.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-9] 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 0.53 0.34 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.01 0.01 (loc) 6-7 6-7 5 6-10 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,1-7: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)5=0-3-8, 7=Mechanical Max Horz 5=-209(LC 8) Max Uplift 5=-12(LC 11), 7=-75(LC 11) Max Grav 5=429(LC 1), 7=501(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/218, 3-5=-466/73 BOT CHORD 5-6=-90/370 WEBS 2-6=-175/548, 3-6=-301/213, 2-7=-399/101 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) 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. May 11,2020 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 1902609R Truss T15 Truss Type Common Qty 2 Ply 1 1902609 Story Cottage Job Reference (optional) I41263812 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-gKwUfIe2dsJZq2Y8F6qbYFqPbZ8uHXZG0n6U8rzHaDF Scale = 1:47.3 1 2 3 4 5 6 7 9 81415 4x4 6x12 MT20HS 5x6 4x4 5x6 1.5x4 1.5x4 3x6 6-1-5 6-1-5 10-10-8 4-9-3 1-7-10 1-7-10 6-1-5 4-5-11 10-10-8 4-9-3 12-8-0 1-9-8 6-9-37-11-141-0-129.00 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-AS 0.53 0.34 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.01 0.01 (loc) 8-9 8-9 6 8-12 l/defl >999 >887 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 66 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* 4-8,1-9: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=Mechanical, 6=0-3-8 Max Horz 6=-226(LC 8) Max Uplift 9=-72(LC 11), 6=-45(LC 11) Max Grav 9=493(LC 19), 6=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-481/205, 4-6=-456/195 BOT CHORD 6-8=-88/354 WEBS 2-8=-167/520, 4-8=-290/209, 2-9=-389/100 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. May 11,2020 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 1902609R Truss T16 Truss Type Roof Special Qty 27 Ply 1 1902609 Story Cottage Job Reference (optional) I41263813 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-8WUtsefgOARQSC7KppLq5TNbGzOG0rLQFRs1gHzHaDE Scale = 1:46.7 1 2 3 4 5 6 9 8 7 13 14 4x4 3x6 3x6 4x6 4x4 4x4 1.5x4 4x4 9-3-9 9-3-9 18-9-0 9-5-7 6-3-9 6-3-9 12-3-10 6-0-1 18-9-0 6-5-6 20-6-8 1-9-8 8-2-130-5-15.00 12 Plate Offsets (X,Y)-- [5:0-2-3,0-1-12] 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 0.47 0.72 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.41 0.03 -0.05 (loc) 7-9 7-9 5 7-9 l/defl >999 >540 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 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* 2-7,4-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-9 REACTIONS. (size)9=Mechanical, 5=0-3-8 Max Horz 9=-265(LC 10) Max Uplift 9=-116(LC 13), 5=-98(LC 13) Max Grav 9=884(LC 20), 5=887(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1060/156, 4-5=-1353/216 BOT CHORD 7-9=0/674, 5-7=-101/1189 WEBS 2-9=-860/204, 2-7=-9/580, 4-7=-377/181 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=116. 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. May 11,2020 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 1902609R Truss T17 Truss Type Roof Special Girder Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263814 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-Z59?UghYg5p_JgsvUyvXj5?_RAODDDdsxP4hHczHaDB Scale = 1:47.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 18 19 20 21 22 5x12 MT18HS 3x4 3x6 5x12 MT18HS 6x6 6x12 MT20HS 10x10 6x8 8x8 6x6 4x8 1.5x4 4x8 2x4 2-8-4 2-8-4 4-8-4 2-0-0 8-8-4 4-0-0 12-8-4 4-0-0 18-9-0 6-0-12 2-8-4 2-8-4 4-8-4 2-0-0 8-8-4 4-0-0 12-8-4 4-0-0 18-9-0 6-0-12 8-2-130-5-15.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-2-0], [7:0-2-11,Edge], [8:0-4-12,0-2-0], [9:0-3-8,0-4-12], [11:0-3-8,0-5-0], [13:Edge,0-2-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.99 0.83 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.39 0.07 0.11 (loc) 8-9 8-9 7 8-9 l/defl >999 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 115 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 1-13,3-13,3-11,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 13-14, 3-14, 6-9, 4-11 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)13=Mechanical, 7=0-3-8 (req. 0-5-10) Max Horz 13=-252(LC 29) Max Uplift 13=-550(LC 13), 7=-345(LC 13) Max Grav 13=4322(LC 19), 7=3587(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2716/381, 4-6=-4755/581, 6-7=-6787/759 BOT CHORD 12-13=-180/2476, 11-12=-180/2476, 9-11=-416/4341, 8-9=-645/6225, 7-8=-645/6225 WEBS 13-14=-4112/562, 3-14=-3929/536, 3-11=-421/3681, 4-9=-235/2564, 6-8=-95/1687, 6-9=-2237/272, 4-11=-2723/344, 12-14=-53/343 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) 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. 7) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=550, 7=345. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 lb down and 125 lb up at 0-8-4, 795 lb down and 113 lb up at 2-8-4, 779 lb down and 102 lb up at 4-8-4, 752 lb down and 93 lb up at 6-8-4, 651 lb down and 82 lb up at 8-8-4, 651 lb down and 74 lb up at 10-8-4, 651 lb down and 68 lb up at 12-8-4, and 651 lb down and 64 lb up at 14-8-4, and 651 lb down and 61 lb up at 16-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 11,2020 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 1902609R Truss T17 Truss Type Roof Special Girder Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263814 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:38 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-Z59?UghYg5p_JgsvUyvXj5?_RAODDDdsxP4hHczHaDB LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 13-15=-20 Concentrated Loads (lb) Vert: 10=-752(F) 11=-752(F) 9=-651(F) 8=-651(F) 12=-752(F) 19=-756(F) 20=-651(F) 21=-651(F) 22=-651(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 1902609R Truss T18 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263815 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-1HjNi0iAROxrwqR52fQmFJYGUaofygD0A3qFp3zHaDA Scale = 1:55.5 1 2 3 4 5 6 7 8 9 15 13 12 11 1014 4x6 1.5x4 5x6 3x6 4x4 3x6 3x6 4x4 4x6 4x8 4x4 4x4 3x4 1-2-6 1-2-6 7-1-7 5-11-1 15-4-8 8-3-1 23-2-8 7-10-0 1-6-14 1-6-14 7-1-7 5-6-10 12-8-1 5-6-10 17-9-9 5-1-8 23-2-8 5-5-0 25-0-0 1-9-8 1-0-49-5-81-6-111-0-49.00 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-AS 0.52 0.56 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.27 0.04 0.04 (loc) 11-13 11-13 10 11-13 l/defl >999 >950 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-11,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11 REACTIONS. (size)15=Mechanical, 10=0-3-8, 14=0-3-8 Max Horz 15=-200(LC 6) Max Uplift 15=-77(LC 10), 10=-83(LC 11) Max Grav 15=651(LC 1), 10=1023(LC 1), 14=303(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1185/151, 4-5=-707/166, 5-6=-895/205, 8-10=-341/183 BOT CHORD 14-15=-254/1340, 13-14=-254/1340, 11-13=-78/915, 10-11=0/692 WEBS 2-15=-1737/321, 2-13=-452/203, 4-13=0/311, 4-11=-497/153, 5-11=-110/581, 6-10=-869/31 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) 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) 15, 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. May 11,2020 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 1902609R Truss T19 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263816 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-zgr87hkRz0CZA7bU94SELkdf7OUkQiqIdNJLuxzHaD8 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 14 12 11 1013 4x6 1.5x4 5x6 4x4 3x6 3x6 4x4 4x6 4x8 1.5x4 5x9 4x4 1-2-6 1-2-6 7-8-2 6-5-12 16-0-0 8-3-14 24-1-12 8-1-12 2-8-3 2-8-3 7-8-2 4-11-15 12-8-1 4-11-15 18-3-2 5-7-2 24-1-12 5-10-10 25-11-4 1-9-8 1-10-09-5-80-10-41-10-09.00 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-AS 0.38 0.52 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.31 0.06 0.04 (loc) 10-12 10-12 8 10-12 l/defl >999 >894 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-10,4-10: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-10 REACTIONS. (size)14=Mechanical, 8=0-3-8, 13=0-3-8 Max Horz 14=-204(LC 8) Max Uplift 14=-111(LC 10), 8=-89(LC 11) Max Grav 14=768(LC 1), 8=1062(LC 1), 13=279(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1246/164, 3-4=-741/172, 4-6=-1046/220, 6-8=-1172/157 BOT CHORD 13-14=-201/1333, 12-13=-201/1333, 10-12=-69/1011, 8-10=-2/860 WEBS 2-14=-1547/244, 2-12=-372/161, 3-12=0/351, 3-10=-564/141, 4-10=-126/696, 6-10=-270/192 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=111. 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. May 11,2020 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 1902609R Truss T20 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263817 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-NFXGljmJGxa81bJ3rC0xyMFAUbWKd0slJLX0VGzHaD5 Scale = 1:56.0 1 2 3 4 5 6 7 8 9 14 12 11 101319 4x6 1.5x4 5x6 4x4 3x6 3x6 4x4 4x6 4x8 1.5x4 5x9 4x4 1-2-6 1-2-6 8-2-13 7-0-7 16-0-0 7-9-3 24-1-12 8-1-12 3-9-8 3-9-8 8-2-13 4-5-4 12-8-1 4-5-4 18-3-2 5-7-2 24-1-12 5-10-10 25-11-4 1-9-8 2-8-09-5-80-10-42-8-09.00 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-AS 0.37 0.47 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.06 0.04 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-10,4-10: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-10 REACTIONS. (size)14=Mechanical, 8=0-3-8, 13=0-3-8 Max Horz 14=-213(LC 8) Max Uplift 14=-138(LC 10), 8=-89(LC 11) Max Grav 14=780(LC 1), 8=1062(LC 1), 13=307(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1192/173, 3-4=-722/175, 4-6=-1046/223, 6-8=-1171/160 BOT CHORD 13-14=-153/1197, 12-13=-153/1197, 10-12=-51/960, 8-10=-1/859 WEBS 2-14=-1391/210, 2-12=-314/144, 3-12=0/359, 3-10=-533/129, 4-10=-135/700, 6-10=-272/192 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=138. 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. May 11,2020 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 1902609R Truss T21 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263818 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:54:00 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-lWFxAiqCmpoHOHsFNjdqvkNyplA_S4A1hte8t8zHZh5 Scale = 1:57.3 1 2 3 4 5 6 7 8 13 11 10 91218 4x6 1.5x4 5x9 4x6 3x6 3x6 4x4 4x4 1.5x4 5x9 4x4 1-2-6 1-2-6 8-1-12 6-11-6 16-0-0 7-10-4 24-1-12 8-1-12 4-10-14 4-10-14 12-8-1 7-9-3 18-3-2 5-7-2 24-1-12 5-10-10 25-11-4 1-9-8 3-6-09-5-80-10-43-6-09.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.66 0.56 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.34 0.05 0.03 (loc) 9-11 9-11 7 9-11 l/defl >999 >803 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-11,3-9: 2x4 SPF No.2 SLIDER Right 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.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)13=799/Mechanical, 7=1063/0-3-8, 12=166/0-3-8 Max Horz 13=-221(LC 8) Max Uplift 13=-142(LC 10), 7=-88(LC 11) Max Grav 13=799(LC 1), 7=1063(LC 1), 12=288(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1193/213, 3-4=-964/216, 4-5=-1045/190, 5-6=-1170/158, 6-7=-449/30 BOT CHORD 12-13=-132/1179, 11-12=-132/1179, 10-11=0/686, 10-18=0/686, 9-18=0/686, 7-9=0/856 WEBS 2-13=-1348/215, 2-11=-398/209, 3-11=-62/531, 3-9=-79/484 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) The Fabrication Tolerance at joint 1 = 15% 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 142 lb uplift at joint 13 and 88 lb uplift at joint 7. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 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 1902609R Truss T22 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263819 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-Kee1APoZoYqsGuTRyd2P2nKV7PE55xL1ne06Z9zHaD3 Scale = 1:55.5 1 2 3 4 5 6 7 14 12 11 10 9 813 1.5x4 4x4 4x8 4x4 3x6 3x6 4x4 4x8 4x6 4x4 3x4 4x4 1-2-6 1-2-6 6-0-3 4-9-13 12-8-1 6-7-14 17-9-8 5-1-7 23-2-8 5-4-15 6-0-3 6-0-3 12-8-1 6-7-14 17-9-8 5-1-7 23-2-8 5-4-15 25-0-0 1-9-8 4-4-09-5-81-6-114-4-09.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-1-12] 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 0.43 0.38 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.18 0.02 0.03 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-10,3-10,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)14=Mechanical, 8=0-3-8, 13=0-3-8 Max Horz 14=-234(LC 6) Max Uplift 14=-117(LC 10), 8=-80(LC 11) Max Grav 14=815(LC 1), 8=1033(LC 1), 13=159(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-844/137, 1-2=-981/168, 2-3=-852/169, 3-4=-816/185, 4-6=-986/136, 6-8=-978/194 BOT CHORD 10-12=-50/1001, 9-10=0/710 WEBS 1-12=-136/1173, 2-12=-572/157, 2-10=-493/146, 3-10=-74/537, 6-9=0/672 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) 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) 8 except (jt=lb) 14=117. 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. May 11,2020 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 1902609R Truss T23 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 1902609 Story Cottage Job Reference (optional) I41263820 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-kDK9oQqS4TCQ7MC0dmb6fQy?_c7kIGLUTcFnATzHaD0 Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 31 29 28 27 30 4x6 8x12 3x6 4x6 4x8 6x6 4x6 4x4 3x6 4x6 4x6 4x6 3x6 1.5x4 4x6 4x8 4x6 4x8 4x6 1-2-6 1-2-6 1-11-4 0-8-14 3-11-4 2-0-0 5-11-4 2-0-0 7-1-8 1-2-4 7-11-4 0-9-12 9-11-4 2-0-0 12-8-1 2-8-13 17-9-8 5-1-7 23-2-8 5-5-0 1-11-4 1-11-4 3-11-4 2-0-0 5-11-4 2-0-0 7-1-8 1-2-4 7-11-4 0-9-12 9-11-4 2-0-0 11-11-4 2-0-0 12-8-1 0-8-13 17-9-8 5-1-7 23-2-8 5-5-0 25-0-0 1-9-8 5-2-49-5-81-6-115-2-49.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-5-0], [20:0-4-4,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.39 0.83 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.16 0.03 0.03 (loc) 22 21 15 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 383 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 10-12,12-14: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 15-18: 2x6 SP DSS WEBS 2x4 SPF Stud *Except* 10-17,9-27: 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.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. JOINTS 1 Brace at Jt(s): 1, 28, 29, 30 REACTIONS. (size)26=Mechanical, 15=0-3-8, 25=0-3-8 Max Horz 26=-240(LC 6) Max Uplift 26=-106(LC 6), 15=-139(LC 11), 25=-189(LC 10) Max Grav 26=1530(LC 1), 15=2218(LC 1), 25=3621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-24/489, 4-5=-2560/215, 5-6=-2560/215, 6-7=-4126/315, 7-8=-2837/250, 8-9=-2434/271, 9-10=-2307/270, 10-11=-2539/268, 11-13=-2476/203, 13-15=-2137/245 BOT CHORD 25-26=-158/2560, 24-25=-158/2560, 23-24=-158/2560, 22-23=-152/3962, 21-22=-152/3962, 20-21=-152/3959, 19-20=-152/3959, 17-19=-152/3959, 16-17=-19/1900 WEBS 10-17=-226/2534, 11-17=-269/231, 11-16=-402/84, 13-16=-39/1840, 4-23=-141/3012, 7-20=-96/1731, 26-31=-4060/245, 29-31=-4229/255, 4-29=-4133/250, 7-28=-2984/253, 27-28=-3077/261, 17-27=-3034/258, 23-30=-2616/160, 6-30=-2329/142, 19-28=-65/677, 8-28=-82/552, 5-30=-38/285, 22-30=-16/631, 25-31=-1064/80, 2-31=-846/69 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, 2x6 - 2 rows staggered 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, Except member 4-26 2x4 - 1 row at 0-7-0 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) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections.Continued on page 2 May 11,2020 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 1902609R Truss T23 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 1902609 Story Cottage Job Reference (optional) I41263820 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:49 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-kDK9oQqS4TCQ7MC0dmb6fQy?_c7kIGLUTcFnATzHaD0 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=106, 15=139, 25=189. 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) 1084 lb down and 61 lb up at 1-11-4, 1084 lb down and 61 lb up at 3-11-4, 1084 lb down and 61 lb up at 5-11-4, and 1084 lb down and 61 lb up at 7-11-4, and 1084 lb down and 61 lb up at 9-11-4 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, 6-10=-60, 10-13=-60, 13-14=-60, 15-26=-20 Concentrated Loads (lb) Vert: 23=-1084(B) 20=-1084(B) 19=-1084(B) 24=-1084(B) 22=-1084(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 1902609R Truss T24 Truss Type Common Qty 4 Ply 1 1902609 Story Cottage Job Reference (optional) I41263821 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-CPuX0mr4rnKHlWnDBT6LCdVAR0Z51oYdiG_KiwzHaD? Scale = 1:74.1 1 2 3 4 5 6 7 11 10 9 816 17 18 4x4 3x6 3x4 3x6 4x8 4x4 1.5x4 4x4 6x12 MT20HS 5x6 5-6-0 5-6-0 11-0-12 5-6-12 19-10-12 8-10-0 5-6-0 5-6-0 12-6-10 7-0-10 19-10-12 7-4-2 21-8-4 1-9-8 7-10-011-11-71-1-149.00 12 Plate Offsets (X,Y)-- [1:Edge,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 0.41 0.51 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.31 -0.03 0.04 (loc) 8-14 8-14 6 8-14 l/defl >709 >339 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 108 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* 4-8: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 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 2-10, 4-10, 1-11 REACTIONS. (size)11=Mechanical, 8=0-3-8, 6=0-3-8 Max Horz 11=-313(LC 8) Max Uplift 11=-123(LC 11), 8=-7(LC 7), 6=-121(LC 11) Max Grav 11=711(LC 19), 8=451(LC 1), 6=722(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/187, 2-4=-391/175, 4-6=-578/143, 1-11=-592/160 BOT CHORD 10-11=-185/262, 8-10=0/353, 6-8=0/376 WEBS 4-10=-330/251, 4-8=-303/107, 1-10=-111/411 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) 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) 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) 8 except (jt=lb) 11=123, 6=121. 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. May 11,2020 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 1902609R Truss T25 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263822 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-gbSwD6sic4S8NgLPlBeakr1HpPsHmACnwwktFMzHaD_ Scale = 1:73.0 1 2 3 4 5 6 11 10 9 8 712131415 5x6 6x12 MT20HS 5x6 3x6 3x6 4x4 4x4 4x6 1.5x4 5x6 8-7-0 8-7-0 16-10-8 8-3-8 19-10-12 3-0-4 4-0-12 4-0-12 11-10-0 7-9-4 19-10-12 8-0-12 21-8-4 1-9-8 13-0-61-1-1413-0-69.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-12], [5:0-2-12,0-1-8] 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 0.69 0.70 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.01 -0.12 (loc) 9-11 9-11 7 9-11 l/defl >970 >540 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 119 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* 5-7,5-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-11, 2-11, 3-8 REACTIONS. (size)11=Mechanical, 7=0-3-8 Max Horz 11=-393(LC 6) Max Uplift 11=-136(LC 6), 7=-63(LC 11) Max Grav 11=905(LC 19), 7=913(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-748/231, 3-5=-905/90, 5-7=-931/128 BOT CHORD 9-11=-73/345, 8-9=0/687, 7-8=-129/261 WEBS 2-11=-774/179, 2-9=-159/808, 3-9=-450/268, 5-8=0/588 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) 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) 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) 7 except (jt=lb) 11=136. 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. May 11,2020 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 1902609R Truss T26 Truss Type Roof Special Qty 3 Ply 1 1902609 Story Cottage Job Reference (optional) I41263823 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-8o0IQSsKNOa?_pwbJu9pH2aTOpIVVkVw9aTRmozHaCz Scale = 1:76.3 1 2 3 4 5 6 7 11 10 9 8 16 6x6 4x6 3x6 2x4 1.5x4 6x12 MT20HS 5x6 5x9 4x4 6x8 5-5-4 5-5-4 10-7-0 5-1-12 13-10-12 3-3-12 5-5-4 5-5-4 10-7-0 5-1-12 13-10-12 3-3-12 15-8-4 1-9-8 12-8-71-1-141-1-89.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [8:0-5-8,0-4-0] 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 0.63 0.32 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.01 (loc) 10-11 10-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 97 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-9: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 8-10: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 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 1-11, 2-11, 2-8 REACTIONS. (size)11=Mechanical, 9=Mechanical, 6=0-3-8 Max Horz 11=-363(LC 8) Max Uplift 11=-180(LC 6), 9=-11(LC 11), 6=-9(LC 11) Max Grav 11=554(LC 19), 9=544(LC 18), 6=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 10-11=-32/280, 8-9=-517/128, 4-8=-263/179 WEBS 2-11=-390/184, 8-10=-48/289, 2-8=-315/66 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6 except (jt=lb) 11=180. 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. May 11,2020 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 1902609R Truss T27 Truss Type Flat Girder Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263824 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-5A72r8ubv?qjE74_QJBHMTfjGdrozUuDcuyXqhzHaCx Scale = 1:22.4 1 2 3 4 8 7 6 5 9 10 11 8x12 MT20HS 3x4 6x6 1.5x4 5x9 5x9 2x4 4-4-11 4-4-11 8-7-9 4-2-15 13-0-4 4-4-11 4-4-11 4-4-11 8-7-9 4-2-15 13-0-4 4-4-11 1-3-8Plate Offsets (X,Y)-- [7:0-1-8,0-2-4], [8:Edge,0-3-8], [8:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.99 0.84 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.03 0.17 (loc) 6-7 6-7 5 6-7 l/defl >997 >406 n/a >899 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 54 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-7,3-5: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (2-8-10 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-26(LC 6) Max Uplift 8=-520(LC 6), 5=-181(LC 7) Max Grav 8=1499(LC 35), 5=753(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-809/295, 1-2=-3408/1216, 2-3=-3408/1216 BOT CHORD 7-8=-170/439, 6-7=-805/2642, 5-6=-805/2642 WEBS 1-7=-1066/3053, 3-7=-471/992, 3-5=-2500/780 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=520, 5=181. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 196 lb up at 0-9-0, and 483 lb down and 200 lb up at 2-9-0, and 483 lb down and 200 lb up at 4-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=-401(F) 10=-397(F) 11=-397(F) May 11,2020 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 1902609R Truss T28 Truss Type Roof Special Qty 2 Ply 1 1902609 Story Cottage Job Reference (optional) I41263825 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-ZMhQ3UvDgJyarHfA_0iWvhC1_1IciySMrYi5N7zHaCw Scale = 1:35.3 1 2 3 4 6 5 10 3x4 3x4 4x4 4x4 1.5x4 3x6 6-4-14 6-4-14 13-0-4 6-7-6 6-4-14 6-4-14 13-0-4 6-7-6 5-9-150-4-135.00 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-AS 0.42 0.36 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.02 (loc) 5-6 5-6 4 5-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=0-3-8, 6=0-3-8 Max Horz 6=-176(LC 10) Max Uplift 4=-47(LC 13), 6=-80(LC 13) Max Grav 4=537(LC 19), 6=580(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-833/143 BOT CHORD 5-6=-72/715, 4-5=-72/715 WEBS 3-6=-759/205, 3-5=0/281 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) 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. May 11,2020 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 1902609R Truss T29 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263826 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-1ZFpGqvrRd4RTREMYkDlRulDKQcHRQDW4CRevZzHaCv Scale = 1:74.1 1 2 3 4 5 6 7 8 12 11 101718 9 19 20 5x6 3x4 4x4 4x6 3x6 3x8 MT18HS 4x8 1.5x4 6x12 MT20HS 5x6 9-11-6 9-11-6 11-2-8 1-3-2 19-10-12 8-8-4 0-8-3 0-8-3 5-6-0 4-9-13 12-6-10 7-0-10 19-10-12 7-4-2 21-8-4 1-9-8 8-4-211-11-71-1-148-4-29.00 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-AS 0.38 0.46 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.52 0.02 -0.05 (loc) 10-12 10-12 7 10-12 l/defl >585 >251 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 111 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-12 REACTIONS. (size)12=Mechanical, 7=0-3-8, 9=0-3-8 Max Horz 12=-317(LC 8) Max Uplift 12=-88(LC 11), 7=-77(LC 11), 9=-9(LC 10) Max Grav 12=826(LC 19), 7=829(LC 1), 9=196(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/187, 3-5=-643/229, 5-7=-783/202 BOT CHORD 10-12=-155/263, 9-10=0/579, 7-9=0/579 WEBS 2-12=-612/260, 2-10=-82/422, 3-10=-121/363, 5-10=-390/253 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) 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) 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, 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. May 11,2020 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 1902609R Truss T30 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263827 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-VlpBUAwTCwDI5bpZ5Rk__6HOHq_gAyjfJsBCR0zHaCu Scale = 1:74.1 1 2 3 4 5 6 7 8 12 11 1017 9 18 19 5x6 4x4 4x4 4x4 3x6 3x6 4x8 1.5x4 6x12 MT20HS 5x6 9-11-6 9-11-6 11-2-8 1-3-2 19-10-12 8-8-4 1-9-8 1-9-8 5-6-0 3-8-7 12-6-10 7-0-10 19-10-12 7-4-2 21-8-4 1-9-8 9-2-211-11-71-1-149-2-29.00 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-AS 0.37 0.38 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.53 0.02 -0.06 (loc) 10-12 10-12 7 10-12 l/defl >539 >246 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 120 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP DSS WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF Stud SLIDER Right 2x8 SP No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-12, 2-12 REACTIONS. (size)12=Mechanical, 7=0-3-8, 9=0-3-8 Max Horz 12=-326(LC 8) Max Uplift 12=-90(LC 11), 7=-78(LC 11), 9=-7(LC 10) Max Grav 12=834(LC 19), 7=834(LC 19), 9=172(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/191, 3-5=-675/234, 5-7=-815/180 BOT CHORD 10-12=-111/273, 9-10=0/603, 7-9=0/603 WEBS 2-12=-610/152, 2-10=-77/377, 3-10=-130/382, 5-10=-389/253 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) 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) 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, 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. May 11,2020 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 1902609R Truss T31 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263828 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-zxNZhVx5zEL9ikOlf9GDXJqYeEJBvPEoXWwlzSzHaCt Scale = 1:69.3 1 2 3 4 5 6 7 8 12 11 101718 9 19 20 5x6 3x4 4x4 4x4 3x6 5x6 4x8 1.5x4 6x10 4x4 9-11-6 9-11-6 11-2-8 1-3-2 19-10-12 8-8-4 2-10-14 2-10-14 5-6-0 2-7-2 12-6-10 7-0-10 19-10-12 7-4-2 21-8-4 1-9-8 10-0-211-11-71-1-1410-0-29.00 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-AS 0.39 0.43 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.01 -0.04 (loc) 10-12 10-12 7 10-12 l/defl >999 >514 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-12, 2-12 REACTIONS. (size)12=Mechanical, 7=0-3-8, 9=0-3-8 Max Horz 12=-332(LC 8) Max Uplift 12=-84(LC 11), 7=-70(LC 11), 9=-2(LC 11) Max Grav 12=776(LC 19), 7=759(LC 19), 9=315(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/182, 3-5=-603/218, 5-7=-739/225 BOT CHORD 10-12=-87/283, 9-10=0/547, 7-9=0/547 WEBS 2-12=-556/125, 2-10=-72/303, 3-10=-116/295, 5-10=-387/247 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 9. 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. May 11,2020 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 1902609R Truss T32 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263829 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:17:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-R8xxuryjkYT0KuzxDsnS3XNjGefEesVymAgIWuzHaCs Scale = 1:69.3 1 2 3 4 5 6 7 8 12 11 101718 9 19 20 5x6 4x4 4x4 4x4 3x6 5x6 4x8 1.5x4 6x10 4x4 9-11-6 9-11-6 11-2-8 1-3-2 19-10-12 8-8-4 4-0-3 4-0-3 5-6-0 1-5-13 12-6-10 7-0-10 19-10-12 7-4-2 21-8-4 1-9-8 10-10-211-11-71-1-1410-10-29.00 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-AS 0.40 0.44 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.26 0.01 -0.05 (loc) 10-12 10-12 7 10-12 l/defl >999 >499 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-12, 2-12 REACTIONS. (size)12=Mechanical, 7=0-3-8, 9=0-3-8 Max Horz 12=-341(LC 8) Max Uplift 12=-97(LC 10), 7=-73(LC 11) Max Grav 12=780(LC 19), 7=770(LC 19), 9=315(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/184, 3-5=-621/226, 5-7=-757/227 BOT CHORD 10-12=-60/305, 9-10=0/562, 7-9=0/562 WEBS 2-12=-559/129, 2-10=-80/293, 3-10=-106/278, 5-10=-385/245 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 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. May 11,2020 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 1902609R Truss T33 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263830 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-vKVJ6ByLVrbsy2X8naIhckvt720FNJM5?qPs2LzHaCr Scale = 1:73.9 1 2 3 4 5 6 7 8 13 12 11 101819 9 20 21 6x6 4x4 4x8 4x4 3x6 4x6 4x4 1.5x4 6x10 4x4 2x4 5-1-8 5-1-8 9-11-6 4-9-14 11-2-8 1-3-2 19-10-12 8-8-4 5-1-8 5-1-8 5-6-0 0-4-7 12-6-10 7-0-10 19-10-12 7-4-2 21-8-4 1-9-8 11-8-211-11-71-1-1411-8-29.00 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-AS 0.46 0.33 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.02 0.02 (loc) 9-16 9-16 7 9-16 l/defl >999 >999 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-10: 2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-13, 2-13, 3-10 REACTIONS. (size)13=Mechanical, 7=0-3-8, 9=0-3-8 Max Horz 13=-349(LC 8) Max Uplift 13=-153(LC 6), 7=-45(LC 11), 9=-44(LC 11) Max Grav 13=653(LC 19), 7=645(LC 1), 9=611(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-377/187, 5-7=-517/248 BOT CHORD 12-13=-48/323, 10-12=-48/326, 9-10=0/368, 7-9=0/368 WEBS 2-13=-545/142, 5-10=-397/253, 2-12=-32/327 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9 except (jt=lb) 13=153. 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. May 11,2020 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 1902609R Truss T34 Truss Type Roof Special Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263831 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-NW2iJXz_G9jjZC6KKHpw8yS2DRKW6knFDU9PanzHaCq Scale = 1:70.5 1 2 3 4 5 6 7 11 10 91617 8 19 18 6x6 6x12 MT20HS 8x8 4x6 5x6 4x4 1.5x4 6x10 4x4 9-11-6 9-11-6 11-2-8 1-3-2 19-10-12 8-8-4 4-9-2 4-9-2 12-2-3 7-5-1 19-10-12 7-8-9 21-8-4 1-9-8 12-6-21-1-1412-6-29.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-4-0], [3:0-3-0,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-AS 0.50 0.45 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.27 0.02 -0.05 (loc) 9-11 9-11 6 9-11 l/defl >951 >485 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 126 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-7: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-9: 2x4 SPF Stud SLIDER Right 2x6 SPF No.2 -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-11, 2-11 REACTIONS. (size)11=Mechanical, 6=0-3-8, 8=0-3-8 Max Horz 11=-367(LC 8) Max Uplift 11=-130(LC 6), 6=-69(LC 11) Max Grav 11=756(LC 19), 6=774(LC 18), 8=338(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-651/250, 4-6=-784/333 BOT CHORD 9-11=-61/320, 8-9=0/576, 6-8=0/576 WEBS 2-11=-583/169, 2-9=-165/541, 4-9=-395/256 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) 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) 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) 6 except (jt=lb) 11=130. 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. May 11,2020 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 1902609R Truss T35 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263832 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-KvASkD?EnmzRpWGiSirOENXKLF1oaZFYhoeWfgzHaCo Scale = 1:61.0 1 2 3 4 5 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 43 44 8x8 4x4 4x4 3x4 2x4 3x6 5x9 4x4 4x8 4x4 4x4 4x4 3x6 5x6 4-10-14 4-10-14 11-0-15 6-2-1 17-3-0 6-2-1 23-6-2 6-3-2 30-3-4 6-9-2 -1-9-8 1-9-8 4-10-14 4-10-14 11-0-15 6-2-1 17-3-0 6-2-1 21-10-2 4-7-2 26-5-3 4-7-2 30-3-4 3-10-1 6-8-08-8-80-4-136-8-88-8-85.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [5:0-3-0,0-3-0], [8:0-0-11,0-1-14], [9:0-0-12,Edge], [11:0-2-12,0-3-0] 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 0.72 0.34 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.02 0.02 (loc) 10 10-11 9 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11,7-11,7-10,8-10,2-22: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 30-31,36-37: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 3-16, 4-16, 11-16 REACTIONS.All bearings 17-3-0 except (jt=length) 9=0-3-8. (lb) - Max Horz 22=120(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 22, 20 except 12=-124(LC 9), 16=-184(LC 8) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 17, 19, 21 except 9=527(LC 31), 22=328(LC 31), 12=879(LC 30), 12=575(LC 1), 20=386(LC 31), 16=1088(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-18/371, 6-7=-38/362, 7-8=-1030/93, 8-9=-965/144, 2-22=-308/64 BOT CHORD 11-12=-891/136, 6-11=-527/120, 10-11=-86/999, 9-10=-96/878 WEBS 3-16=-258/75, 4-16=-601/138, 11-16=-318/57, 7-11=-1446/174 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 22, 20 except (jt=lb) 12=124, 16=184. 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 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 1902609R Truss T36 Truss Type Piggyback Base Qty 7 Ply 1 1902609 Story Cottage Job Reference (optional) I41263833 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-GIIC9v0UJOD92pQ5Z7usJocfz3jF2Teq867djYzHaCm Scale = 1:62.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 5x9 3x6 4x4 3x4 2x4 3x6 2x4 1.5x4 5x9 4x4 4x8 4x4 4x4 4x4 4x4 4-10-14 4-10-14 11-0-15 6-2-1 17-3-0 6-2-1 17-4-12 0-1-12 23-6-2 6-1-6 30-3-4 6-9-2 -1-9-8 1-9-8 4-10-14 4-10-14 11-0-15 6-2-1 17-3-0 6-2-1 21-10-2 4-7-2 26-5-3 4-7-2 30-3-4 3-10-1 6-8-08-8-80-4-136-8-88-8-85.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-4], [11:0-3-12,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.71 0.34 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.01 0.02 (loc) 10 10-11 9 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11,7-11,7-10,8-10,2-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14, 3-13, 4-13 REACTIONS. (size)9=0-3-8, 16=0-3-8, 11=0-3-8 Max Horz 16=120(LC 9) Max Uplift 9=-28(LC 9), 16=-91(LC 8), 11=-177(LC 9) Max Grav 9=526(LC 31), 16=880(LC 31), 11=1817(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/143, 3-4=-401/118, 4-5=-21/401, 5-7=-44/393, 7-8=-1013/89, 8-9=-955/141, 2-16=-837/170 BOT CHORD 13-14=-96/330, 5-11=-531/120, 10-11=-81/977, 9-10=-94/869 WEBS 3-14=-323/102, 4-13=-413/120, 11-13=-99/600, 4-11=-835/130, 7-11=-1456/177, 2-14=-33/551 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16 except (jt=lb) 11=177. 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. May 11,2020 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 1902609R Truss T37 Truss Type Piggyback Base Qty 8 Ply 1 1902609 Story Cottage Job Reference (optional) I41263834 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-CgQzaa2kr?TtH7aUhYwKODi0XsPjWN87cQckoRzHaCk Scale = 1:58.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 5x9 3x6 4x4 3x4 2x4 3x6 2x4 1.5x4 5x9 4x4 4x8 4x4 4x4 4x4 3x6 4-7-14 4-7-14 10-9-15 6-2-1 17-0-0 6-2-1 17-1-12 0-1-12 23-3-2 6-1-6 30-0-4 6-9-2 4-7-14 4-7-14 10-9-15 6-2-1 17-0-0 6-2-1 21-7-2 4-7-2 26-2-3 4-7-2 30-0-4 3-10-1 6-9-48-8-80-4-136-8-88-8-85.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-4], [10:0-3-12,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.34 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.01 0.02 (loc) 9 9-10 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 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* 3-10,6-10,6-9,7-9,1-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13, 2-12, 3-12 REACTIONS. (size)8=0-3-8, 15=Mechanical, 10=0-3-8 Max Horz 15=-131(LC 10) Max Uplift 8=-28(LC 9), 15=-53(LC 8), 10=-173(LC 9) Max Grav 8=527(LC 30), 15=669(LC 29), 10=1811(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/121, 2-3=-397/109, 3-4=-22/400, 4-6=-46/393, 6-7=-1014/88, 7-8=-956/141, 1-15=-630/90 BOT CHORD 12-13=-81/321, 4-10=-532/121, 9-10=-81/977, 8-9=-94/869 WEBS 2-13=-342/123, 3-12=-413/120, 10-12=-86/593, 3-10=-829/122, 6-10=-1456/177, 1-13=-58/557 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) 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) 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) 8, 15 except (jt=lb) 10=173. 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. May 11,2020 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 1902609R Truss T38 Truss Type Piggyback Base Qty 7 Ply 1 1902609 Story Cottage Job Reference (optional) I41263835 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-83Xj?G3?NcjbXRksoyyoTenLsg0Y_GdQ3j5qsJzHaCi Scale = 1:87.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 29 30 31 32 33 34 35 36 37 5x6 5x6 4x6 4x6 3x4 3x4 3x4 3x4 5x9 4x6 6x8 4x6 4x8 6-5-3 6-5-3 12-3-4 5-10-1 12-5-0 0-1-12 19-11-7 7-6-7 28-9-10 8-10-4 35-0-4 6-2-10 35-2-0 0-1-12 41-3-6 6-1-6 48-0-8 6-9-2 -1-9-8 1-9-8 6-5-3 6-5-3 12-5-0 5-11-13 17-6-0 5-1-0 22-7-1 5-1-0 28-9-10 6-2-10 35-0-4 6-2-10 39-7-6 4-7-2 44-2-7 4-7-2 48-0-8 3-10-1 0-5-19-10-00-4-137-10-01-1-86-8-89-10-05.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [12:0-3-0,0-2-4], [15:0-3-12,0-3-4], [20:0-2-12,0-2-12], [21:Edge,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 0.71 0.63 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.35 0.03 0.02 (loc) 17-19 17-19 13 22-28 l/defl >999 >767 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-21: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 6-20,7-19,7-17,8-17,15-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-4-2 max.): 7-12. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-20, 7-19, 7-17, 8-17 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=277(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 13, 2 except 21=-177(LC 12), 15=-174(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 13=524(LC 31), 2=531(LC 31), 21=1834(LC 31), 15=1997(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-533/0, 3-5=-124/342, 5-6=-46/338, 6-7=-744/121, 7-8=-536/109, 8-9=-17/403, 9-11=-41/400, 11-12=-1009/84, 12-13=-953/138 BOT CHORD 2-22=-145/435, 20-21=-1782/302, 5-20=-534/167, 19-20=-114/552, 17-19=-94/593, 9-15=-535/122, 14-15=-75/971, 13-14=-91/867 WEBS 20-22=-140/449, 3-20=-680/125, 6-20=-1181/149, 6-19=0/354, 7-17=-265/67, 8-17=-379/119, 15-17=-85/801, 8-15=-976/131, 11-15=-1458/180 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) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2 except (jt=lb) 21=177, 15=174. 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. May 11,2020 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 1902609R Truss T39 Truss Type Piggyback Base Girder Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263836 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-ZeDsdI6tgX5AOuSRU5WV5GPuzt0UBdTslhJUTezHaCf Scale = 1:87.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 38 39 40 41 42 43 3x6 5x9 3x6 5x6 4x6 5x9 3x8 MT18HS 8x12 6x10 4x6 3x4 4x6 4x6 3x6 4x4 2x4 4x8 4x4 6x8 4x8 4x6 3x6 4x4 2x4 10x12 6x10 4x8 2x4 8x8 6x6 4x8 4-0-4 4-0-4 5-9-4 1-9-0 7-9-4 2-0-0 9-9-4 2-0-0 12-1-8 2-4-4 12-5-0 0-3-8 17-6-0 5-1-0 22-7-1 5-1-0 26-8-13 4-1-12 30-10-8 4-1-12 35-0-4 4-1-12 35-2-0 0-1-12 39-0-12 3-10-12 43-1-4 4-0-8 48-0-8 4-11-4 -1-9-8 1-9-8 4-0-4 4-0-4 5-9-4 1-9-0 7-9-4 2-0-0 9-9-4 2-0-0 12-5-0 2-7-12 17-6-0 5-1-0 22-7-1 5-1-0 26-8-13 4-1-12 30-10-8 4-1-12 35-0-4 4-1-12 39-7-6 4-7-2 44-2-7 4-7-2 48-0-8 3-10-1 0-5-19-10-00-4-137-10-01-1-86-8-89-10-05.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-3-1], [7:0-3-8,Edge], [10:0-6-12,0-2-8], [16:0-3-0,0-2-4], [20:0-5-8,0-3-0], [28:0-4-0,0-0-8], [29:0-2-4,0-5-12], [30:0-4-12,0-2-0], [32:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.59 0.75 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.18 -0.06 0.05 (loc) 31 31-32 20 31 l/defl >999 >816 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 301 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-28: 2x8 SP DSS, 13-21: 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-24,10-24,10-23,11-23,12-23,12-22,20-22,7-29: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except 2-0-0 oc purlins (5-7-0 max.): 10-16. BOT CHORD Rigid ceiling directly applied or 2-9-12 oc bracing. Except: 1 Row at midpt 7-27 WEBS 1 Row at midpt 10-24, 10-23, 11-23, 12-22 REACTIONS.All bearings 0-3-8 except (jt=length) 2=0-3-9 (input: 0-3-8), 28=0-8-10 (input: 0-3-8). (lb) - Max Horz 2=277(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 17 except 2=-302(LC 12), 28=-662(LC 12), 20=-229(LC 48) Max Grav All reactions 250 lb or less at joint(s) except 17=521(LC 35), 2=2259(LC 31), 28=5483(LC 31), 20=1869(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3996/492, 3-4=-3104/391, 4-5=-3077/414, 5-6=-753/126, 6-7=-699/120, 7-9=-613/258, 9-10=-559/224, 10-11=-462/189, 11-12=-462/189, 12-13=-47/583, 13-15=-813/93, 15-16=-930/110, 16-17=-946/127 BOT CHORD 2-32=-676/3671, 31-32=-681/3727, 30-31=-372/1841, 29-30=-372/1841, 28-29=-754/73, 27-28=-4161/649, 7-27=-4053/670, 26-27=-876/88, 24-26=-286/500, 23-24=-178/483, 22-23=-68/293, 13-20=-959/148, 19-20=-516/96, 18-19=-74/969, 17-18=-79/861 WEBS 7-26=-171/1351, 9-26=-774/182, 9-24=-85/474, 11-23=-439/96, 12-23=-151/427, 12-22=-404/169, 20-22=-135/589, 12-20=-931/163, 13-19=-134/1425, 15-19=-486/111, 5-30=-154/985, 3-31=-1176/184, 5-31=-335/1887, 5-29=-2249/416, 7-29=-517/3239, 3-32=-105/942 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 2, 28 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 2=302, 28=662, 20=229. 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 May 11,2020 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 1902609R Truss T39 Truss Type Piggyback Base Girder Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263836 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:12 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-ZeDsdI6tgX5AOuSRU5WV5GPuzt0UBdTslhJUTezHaCf NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 639 lb down and 90 lb up at 1-9-4, 755 lb down and 124 lb up at 3-9-4, 768 lb down and 151 lb up at 5-9-4, 785 lb down and 155 lb up at 7-9-4, and 803 lb down and 130 lb up at 9-9-4, and 1517 lb down and 119 lb up at 11-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 10-16=-60, 16-17=-60, 2-28=-20, 21-27=-20, 20-33=-20 Concentrated Loads (lb) Vert: 29=-803(F) 30=-785(F) 31=-768(F) 32=-755(F) 42=-639(F) 43=-1517(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 1902609R Truss T40 Truss Type Piggyback Base Qty 6 Ply 1 1902609 Story Cottage Job Reference (optional) I41263837 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-zDv_FJ8mzSUkFMB09D3Cjv1NL52IO_7JRfY94zzHaCc Scale = 1:68.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1021 22 23 24 25 26 27 28 17 4x4 5x6 3x6 5x6 3x6 4x6 3x6 2x4 2x4 5x9 3x4 3x4 4x8 4x4 3x4 3x4 3x4 7-11-1 7-11-1 16-11-10 9-0-9 23-2-4 6-2-10 23-4-0 0-1-12 29-5-6 6-1-6 36-2-8 6-9-2 5-6-4 5-6-4 10-9-1 5-2-12 16-11-10 6-2-10 23-2-4 6-2-10 27-9-6 4-7-2 32-4-7 4-7-2 36-2-8 3-10-1 5-4-44-2-128-8-81-1-80-3-136-9-80-4-136-8-88-8-85.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [8:0-3-0,0-2-4], [11:0-3-8,0-3-4], [17:0-1-0,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.71 0.68 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.39 0.10 0.05 (loc) 13-15 13-15 9 15-16 l/defl >999 >712 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-15,3-13,4-13,11-13,2-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 3-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 3-13, 4-13, 2-16 REACTIONS. (size)9=0-3-8, 11=0-3-8, 17=Mechanical Max Horz 17=138(LC 9) Max Uplift 9=-28(LC 9), 11=-187(LC 9), 17=-43(LC 12) Max Grav 9=525(LC 30), 11=2038(LC 29), 17=1108(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-895/206, 3-4=-569/136, 4-5=-16/398, 5-7=-38/395, 7-8=-1012/87, 8-9=-954/140, 16-17=-1108/93 BOT CHORD 15-16=-216/727, 13-15=-150/656, 5-11=-535/122, 10-11=-79/974, 9-10=-93/868 WEBS 2-15=-70/303, 3-15=-42/322, 3-13=-346/115, 4-13=-372/118, 11-13=-123/848, 4-11=-1003/152, 7-11=-1456/177, 2-16=-1055/52 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 17 except (jt=lb) 11=187. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 11,2020 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 1902609R Truss T41 Truss Type FLAT GIRDER Qty 1 Ply 2 1902609 Story Cottage Job Reference (optional) I41263838 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:16 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-RPSNTf9OkmcbsVmCjxaRF6ahPUSL7YzSgJHicPzHaCb Scale = 1:38.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 4x4 1.5x4 4x6 4x8 2x4 4x8 2x4 1.5x4 4x8 1.5x4 5x6 4x8 2x4 1.5x4 4x8 2x4 4x4 1-11-4 1-11-4 3-11-4 2-0-0 7-11-4 4-0-0 11-11-4 4-0-0 15-11-4 4-0-0 16-10-7 0-11-3 17-10-8 1-0-1 1-11-4 1-11-4 3-11-4 2-0-0 7-11-4 4-0-0 11-11-4 4-0-0 15-11-4 4-0-0 17-10-8 1-11-4 6-8-0Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [16:0-4-0,0-1-12], [17:0-4-0,0-1-12] 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 0.18 0.43 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.02 0.02 (loc) 9 9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 257 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-8: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 7, 16, 17 REACTIONS. (size)15=0-7-13, 8=0-3-8 Max Horz 15=-132(LC 8) Max Uplift 15=-343(LC 6), 8=-377(LC 7) Max Grav 15=3105(LC 1), 8=3416(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2280/290, 4-5=-2280/290 BOT CHORD 14-15=-242/1627, 13-14=-242/1627, 12-13=-242/1627, 10-12=-234/1938, 9-10=-234/1938, 8-9=-234/1938 WEBS 3-13=-90/1298, 5-10=-119/1541, 5-16=-3124/378, 8-16=-3250/392, 5-12=-105/638, 3-12=-144/1217, 15-17=-3176/350, 3-17=-3082/341 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=343, 8=377. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 649 lb down and 73 lb up at 1-11-4, 649 lb down and 73 lb up at 3-11-4, 649 lb down and 73 lb up at 5-11-4, 649 lb down and 73 lb up at 7-11-4, 649 lb down and 73 lb up at 9-11-4, 649 lb down and 73 lb up at 11-11-4, and 649 lb down and 73 lb up at 13-11-4, and 651 lb down and 71 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 May 11,2020 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 1902609R Truss T41 Truss Type FLAT GIRDER Qty 1 Ply 2 1902609 Story Cottage Job Reference (optional) I41263838 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:17 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-vb0lg?A0U4kSUfLPGe5goK6s9uoas?Dbvz1F8szHaCa LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 8-15=-20 Concentrated Loads (lb) Vert: 11=-649(B) 13=-649(B) 10=-649(B) 12=-649(B) 9=-649(B) 14=-649(B) 18=-649(B) 19=-651(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 1902609R Truss V1 Truss Type Valley Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263839 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-oNGGWNDWYIEuzHeAVUAcyAHYeVFTou?Bqb?THdzHaCW Scale = 1:15.5 1 2 3 4 2x4 4x4 2x4 1.5x4 5-7-15 5-7-15 5-8-4 0-0-5 2-10-2 2-10-2 5-8-4 2-10-2 0-0-42-1-90-0-49.00 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-9, 3=5-7-9, 4=5-7-9 Max Horz 1=-35(LC 6) Max Uplift 1=-17(LC 10), 3=-22(LC 11) Max Grav 1=108(LC 1), 3=108(LC 1), 4=168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 11,2020 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 1902609R Truss V1A Truss Type Valley Qty 1 Ply 1 1902609 Story Cottage Job Reference (optional) I41263840 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon May 11 12:18:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:yDk1l9IY3v?Gjxx5f3DfnGyJFlC-oNGGWNDWYIEuzHeAVUAcyAHUzVDgouTBqb?THdzHaCW Scale = 1:24.3 1 2 3 42x4 4x4 2x4 1.5x4 9-7-15 9-7-15 9-8-4 0-0-5 4-10-2 4-10-2 9-8-4 4-10-2 0-0-43-7-90-0-49.00 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 0.32 0.17 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-7-9, 3=9-7-9, 4=9-7-9 Max Horz 1=-64(LC 6) Max Uplift 1=-32(LC 10), 3=-40(LC 11) Max Grav 1=198(LC 1), 3=198(LC 1), 4=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 11,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths