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HomeMy WebLinkAboutI33855266.B18801988Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I33855266 thru I33855328 My license renewal date for the state of Indiana is July 31, 2018. B18801988 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 118 woods at shelborne 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 2,2018 Job B18801988 Truss GE01 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855266 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-yStAzcOUb0Bv0jgiJJvdAwVeVGO3j7bEbSl1dDz0AFy Scale = 1:41.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x8 4x6 3x8 3x6 19-11-0 19-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 0- 1 0 - 0 4- 1 1 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [16:0-4-4,0-1-8], [29:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 14 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 29=50(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 29, 16, 22, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE02 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855267 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-yStAzcOUb0Bv0jgiJJvdAwVdhGPAj78EbSl1dDz0AFy Scale = 1:14.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x6 2x4 2x4 2x4 3-6-8 3-6-8 -0-8-0 0-8-0 3-6-8 3-6-8 0- 8 - 0 1- 1 0 - 3 1- 6 - 1 1 0- 3 - 8 1- 1 0 - 3 4.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=185/0-3-0, 4=124/0-1-8 Max Horz 5=53(LC 5) Max Uplift5=-35(LC 4), 4=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE03 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855268 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ReRYByP6MKJldtFvt0Qsj82jfgjqSagOq6Ub9fz0AFx Scale = 1:22.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 3x8 3x8 2x4 4x6 2x4 2x4 2x4 2x4 4-2-4 4-2-4 8-4-8 4-2-4 -0-11-0 0-11-0 4-2-4 4-2-4 8-4-8 4-2-4 9-3-8 0-11-0 0- 1 0 - 0 2- 6 - 1 5 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-1-8], [8:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.50 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=387/0-3-0, 6=387/0-3-0 Max Horz 8=27(LC 6) Max Uplift8=-118(LC 6), 6=-118(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/268, 3-4=-357/268, 2-8=-330/220, 4-6=-330/220 BOT CHORD 7-8=-156/276, 6-7=-156/276 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable studs spaced at 1-4-0 oc. 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=118, 6=118. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE04 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855269 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ReRYByP6MKJldtFvt0Qsj82pMglBSaOOq6Ub9fz0AFx Scale = 1:11.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -0-11-0 0-11-0 1-3-8 1-3-8 0- 1 0 - 0 1- 4 - 7 5.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=138/1-3-8, 4=9/1-3-8 Max Horz 5=36(LC 5) Max Uplift5=-47(LC 6), 4=-14(LC 5) Max Grav 5=138(LC 1), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE05 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855270 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-vr?wOIQl7eRcF1q5Qkx6FLawE41UB_XX3mE8h5z0AFw Scale = 1:27.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 17 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 4x6 9-9-12 9-9-12 -0-11-0 0-11-0 5-0-3 5-0-3 9-9-12 4-9-9 0- 8 - 8 3- 6 - 1 3 3- 3 - 5 0- 3 - 8 3- 6 - 1 3 3.50 12 Plate Offsets (X,Y)-- [8:0-4-2,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.26 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 -0.01 (loc) 7-8 7-8 8 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud, 2-8: 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size) 8=448/0-3-8, 6=377/0-1-8 Max Horz 6=110(LC 5) Max Uplift8=-60(LC 4), 6=-40(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-567/132, 2-8=-365/157 BOT CHORD 7-8=-58/503, 6-7=-58/503 WEBS 3-17=-498/160, 6-17=-528/165 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable studs spaced at 1-4-0 oc. 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE07 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855271 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-N1ZJbeQNuxZTtAPH_RSLoZ79IUQmwS?hHQziDYz0AFv Scale = 1:69.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x8 3x6 5x6 3x6 3x8 5x6 5x6 35-11-0 35-11-0 -0-11-0 0-11-0 17-11-8 17-11-8 35-11-0 17-11-8 36-10-0 0-11-0 0- 1 0 - 0 8- 3 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [10:0-2-3,0-1-8], [20:0-2-3,0-1-8], [30:0-4-4,0-1-8], [39:0-3-0,0-3-0], [45:0-3-0,0-3-0], [54:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.07 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 28 29 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 529 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 35-11-0. (lb) - Max Horz 54=-81(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 54, 30, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 Max Grav All reactions 250 lb or less at joint(s) 54, 30, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 30, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE08 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855272 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rD7hp_R?fFhKUK_TY9zaLmgJcumSfxUqW4jFm_z0AFu Scale = 1:29.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-0 13-3-0 -0-11-0 0-11-0 6-7-8 6-7-8 13-3-0 6-7-8 14-2-0 0-11-0 0- 1 0 - 0 3- 7 - 2 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-1-8], [16:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 16=-37(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 12 except 15=282(LC 10), 11=282(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE09 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855273 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rD7hp_R?fFhKUK_TY9zaLmgKbunDfxjqW4jFm_z0AFu Scale = 1:31.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 0- 1 0 - 0 3- 8 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [12:0-4-4,0-1-8], [20:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 20=38(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE10 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855274 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JQh30KSdQZqB6UZg6sUpt_CI_HwqOBVzlkSoIQz0AFt Scale = 1:50.1 Sheet Back Left Option 6-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 16 15 14 13 11 10 9 27 12 4x6 3x6 3x8 3x4 8x8 8x8 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-0-8 4-4-4 6-0-8 6-0-8 8-6-0 2-5-8 10-11-12 2-5-12 21-11-8 10-11-12 -0-11-0 0-11-0 5-7-2 5-7-2 10-11-12 5-4-10 15-0-0 4-0-4 16-4-6 1-4-6 21-11-8 5-7-2 22-10-8 0-11-0 0- 1 0 - 0 5- 4 - 1 4 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [3:0-4-0,0-2-0], [9:Edge,0-3-0], [13:0-2-1,0-1-12], [17:0-1-6,0-1-0], [18:0-0-4,0-2-8], [27:0-1-6,0-0-12] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.93 0.80 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.78 0.04 (loc) 9-10 9-10 9 l/defl >541 >206 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-16,7-9,13-17,17-18,18-19: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-6-0 except (jt=length) 9=0-3-8, 12=0-3-8. (lb) - Max Horz 16=54(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 13, 14, 12 except 16=-106(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 12 except 16=840(LC 1), 9=895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/127, 3-4=-1018/139, 4-5=-980/159, 5-6=-1022/159, 6-7=-522/47, 2-16=-349/146, 7-9=-405/116 BOT CHORD 15-16=-137/1130, 14-15=-137/1130, 13-14=-137/1130, 12-13=-137/1130, 11-12=-137/1130, 10-11=-137/1130, 9-10=-129/1151 WEBS 5-10=-3/487, 6-10=-337/169, 3-27=-310/177, 10-27=-317/179, 3-16=-959/122, 6-9=-821/196 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) Gable studs spaced at 1-4-0 oc. 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) 9, 13, 14, 12 except (jt=lb) 16=106. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE11 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855275 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ncEREgTFBsy2ke8sfZ02QBlXahEE7kC7zOCMqtz0AFs Scale = 1:61.0 Sheet Back Left Option 20-3-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 35 34 33 32 31 30 29 28 27 26 25 24 23 22 36 37 38 39 5x6 4x6 3x4 5x6 3x6 3x4 3-1-4 20-3-8 20-3-8 31-1-14 10-10-6 17-10-14 17-10-14 28-0-10 10-1-12 31-1-14 3-1-4 0- 0 - 4 7- 5 - 8 1- 1 1 - 4 5.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-3-4], [22:Edge,0-2-8], [23:0-2-0,0-1-8], [27:0-3-0,0-3-0] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.91 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 378 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 20-23: 2x4 SPF-S Stud OTHERS 2x3 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, Except: 10-0-0 oc bracing: 22-23. JOINTS 1 Brace at Jt(s): 37, 39 REACTIONS.All bearings 31-1-14. (lb) - Max Horz 1=77(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 23, 1 except 24=-494(LC 2) Max Grav All reactions 250 lb or less at joint(s) 22, 26, 27, 28, 29, 30, 31, 32, 33, 1 except 25=394(LC 1), 35=327(LC 1), 23=940(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-243/404, 2-3=-190/352, 3-4=-178/374, 4-5=-157/371, 5-6=-136/351, 6-7=-133/371, 7-8=-116/371, 8-9=-95/371, 9-10=-75/371, 10-11=-54/370, 11-12=-34/375, 12-13=-17/355, 13-14=-18/359, 14-15=-16/301, 15-16=-88/446, 16-17=-85/391, 17-18=-97/374, 18-19=-111/360, 19-20=-119/330 BOT CHORD 1-35=-328/229, 34-35=-328/229, 33-34=-328/229, 32-33=-328/229, 31-32=-328/229, 30-31=-328/229, 29-30=-328/229, 28-29=-328/229, 27-28=-328/229, 26-27=-328/228, 25-26=-328/228, 24-25=-328/228, 23-24=-328/228 WEBS 13-25=-300/35, 15-23=-449/212, 23-36=-431/208, 36-37=-453/218, 37-38=-439/211, 38-39=-422/203, 20-39=-424/205 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 23, 1 except (jt=lb) 24=494. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE12 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855276 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-FoopR0TtyA4vLoj2DHXHyPHoL5lPsE7GC2xvMJz0AFr Scale = 1:34.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 1719 18 20 21 22 23 24 25 26 4x6 3x8 3x8 3x8 2x4 3x8 3x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-9-5 1-9-5 1-11-8 0-2-3 7-5-8 5-6-0 12-11-8 5-6-0 13-1-9 0-2-1 14-11-0 1-9-7 -0-11-0 0-11-0 1-9-5 1-9-5 4-9-8 3-0-3 6-1-8 1-4-0 7-5-8 1-4-0 8-9-8 1-4-0 10-1-8 1-4-0 13-1-9 3-0-1 14-11-0 1-9-7 15-10-0 0-11-0 0- 1 0 - 0 3- 1 1 - 5 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [12:0-4-4,0-1-8], [16:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.23 0.21 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 14-15 14-15 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-16,10-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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. JOINTS 1 Brace at Jt(s): 18, 20 REACTIONS.All bearings 1-11-8. (lb) - Max Horz 16=40(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 12 except 15=-186(LC 5), 13=-136(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 12 except 15=732(LC 1), 15=732(LC 1), 13=707(LC 1), 13=707(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-585/139, 4-5=-545/151, 5-6=-515/155, 6-7=-515/153, 7-8=-545/149, 8-9=-584/137 WEBS 3-15=-578/150, 9-13=-576/143 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12 except (jt=lb) 15=186, 13=136. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 16 lb down and 30 lb up at 3-0-13, 34 lb down and 35 lb up at 3-5-8, 34 lb down and 35 lb up at 5-5-8, 34 lb down and 35 lb up at 7-5-8, and 34 lb down and 35 lb up at 9-5-8, and 34 lb down and 35 lb up at 11-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-11=-60, 12-16=-20 Concentrated Loads (lb) Vert: 14=-34(F) 22=-16(F) 23=-34(F) 24=-34(F) 25=-34(F) 26=-34(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss GE13 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855277 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-j?MCfLUWjUCmzyIFn_2WVcqugV3XbYaQRihTvlz0AFq Scale = 1:52.3 Sheet Front Right Option 8-4-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 19 18 16 15 14 13 12 11 41 17 4x6 4x10 4x6 3x6 3x4 3x4 3x8 4x6 3x6 8-5-0 8-5-0 14-11-0 6-6-0 16-10-0 1-11-0 16-11-0 0-1-0 25-3-0 8-4-0 -0-11-0 0-11-0 5-5-11 5-5-11 7-5-8 1-11-13 12-7-8 5-2-0 19-9-5 7-1-13 25-3-0 5-5-11 26-2-0 0-11-0 0- 1 0 - 0 6- 1 - 2 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [6:0-2-0,0-0-0], [9:0-5-3,0-1-14], [37:0-1-5,0-1-0] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.51 0.35 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.02 (loc) 19-44 19-44 46 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-41,16-41: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 2-0-0, Right 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 41 REACTIONS.All bearings 10-7-8 except (jt=length) 2=0-3-8, 17=0-3-8. (lb) - Max Horz 2=59(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 9, 12 except 16=-132(LC 2) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 16, 17 except 2=678(LC 1), 15=936(LC 1), 9=298(LC 11), 9=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-534/0, 3-4=-843/156, 4-5=-726/131, 5-6=-482/67, 6-7=-12/292 BOT CHORD 2-19=-79/778, 18-19=-53/464, 17-18=-53/464, 16-17=-53/464 WEBS 6-15=-676/102, 7-15=-429/197, 19-41=0/428, 6-41=0/429, 5-41=-316/124, 16-41=-316/123 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 9, 12, 9 except (jt=lb) 16=132. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855278 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-j?MCfLUWjUCmzyIFn_2WVcqyoV7Ebl7QRihTvlz0AFq Scale = 1:11.8 1 2 3 5 4 3x8 2-1-15 2-1-15 -1-5-10 1-5-10 2-1-15 2-1-15 0- 1 0 - 0 1- 4 - 1 2 3.12 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.31 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=215/0-4-11, 4=42/Mechanical Max Horz 5=50(LC 6) Max Uplift5=-78(LC 4), 4=-14(LC 6) Max Grav 5=215(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss J03 Truss Type JACK-OPEN Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855279 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CBwashV8UnKdb5tRLiZl2qN7YvTTKCNZgMQ0RBz0AFp Scale = 1:11.8 1 2 3 5 4 3x8 2-1-15 2-1-15 -1-5-10 1-5-10 2-1-15 2-1-15 0- 1 0 - 0 1- 4 - 1 2 3.12 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.31 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=215/0-4-11, 4=42/Mechanical Max Horz 5=50(LC 6) Max Uplift5=-78(LC 4), 4=-14(LC 6) Max Grav 5=215(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss J04 Truss Type JACK-OPEN Qty 5 Ply 1 118 woods at shelborne Job Reference (optional) I33855280 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CBwashV8UnKdb5tRLiZl2qN6RvS7KCNZgMQ0RBz0AFp Scale = 1:11.9 1 2 3 5 43x8 1-11-8 1-11-8 -0-11-0 0-11-0 1-11-8 1-11-8 0- 9 - 0 1- 4 - 1 3 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.32 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=155/0-3-8, 4=54/Mechanical Max Horz 5=49(LC 6) Max Uplift5=-47(LC 4), 4=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 118 woods at shelborne Job Reference (optional) I33855281 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CBwashV8UnKdb5tRLiZl2qN6OvS1KCNZgMQ0RBz0AFp Scale = 1:20.6 1 2 3 5 4 2x4 3x8 2x4 -0-11-0 0-11-0 5-3-8 5-3-8 0- 9 - 0 2- 6 - 3 2- 2 - 1 1 0- 3 - 8 2- 6 - 3 4.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-0] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=271/0-3-8, 4=193/0-1-8 Max Horz 5=76(LC 5) Max Uplift5=-47(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss M01A Truss Type MONOPITCH Qty 3 Ply 1 118 woods at shelborne Job Reference (optional) I33855282 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gNUy41WmF5SUCFRduP4_a1vHLIo03fcju0AZzez0AFo Scale = 1:20.7 1 2 3 5 4 3x4 3x6 2x4 5-6-8 5-6-8 -0-8-0 0-8-0 5-6-8 5-6-8 0- 8 - 0 2- 6 - 3 2- 2 - 1 1 0- 3 - 8 2- 6 - 3 4.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >936 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=263/0-3-0, 4=206/0-1-8 Max Horz 5=75(LC 5) Max Uplift5=-39(LC 4), 4=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 118 woods at shelborne Job Reference (optional) I33855283 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gNUy41WmF5SUCFRduP4_a1vLwIqH3fcju0AZzez0AFo Scale = 1:11.7 1 2 3 5 4 2x4 3x8 2x4 1-3-8 1-3-8 -0-11-0 0-11-0 1-3-8 1-3-8 0- 1 0 - 0 1- 4 - 7 1- 0 - 1 5 0- 3 - 8 1- 4 - 7 5.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=138/0-3-8, 4=6/0-1-8 Max Horz 5=32(LC 6) Max Uplift5=-37(LC 6), 4=-6(LC 7) Max Grav 5=138(LC 1), 4=19(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss M03 Truss Type MONOPITCH Qty 11 Ply 1 118 woods at shelborne Job Reference (optional) I33855284 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gNUy41WmF5SUCFRduP4_a1vBZIjM3fcju0AZzez0AFo Scale = 1:31.6 1 2 3 5 4 3x4 3x8 3x6 -0-11-0 0-11-0 7-10-8 7-10-8 0- 1 0 - 0 4- 1 - 6 3- 9 - 1 4 0- 3 - 8 4- 1 - 6 5.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:Edge,0-2-0], [5:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.74 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.00 (loc) 4-5 4-5 4 l/defl >809 >300 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=372/0-3-8, 4=299/0-1-8 Max Horz 5=126(LC 6) Max Uplift5=-32(LC 6), 4=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-315/141 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss M04 Truss Type MONOPITCH Qty 6 Ply 1 118 woods at shelborne Job Reference (optional) I33855285 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8a2KHNWO0PaLqP0qS7bD7FSMWi?Wo6ss7gv7V4z0AFn Scale = 1:31.7 1 2 3 4 8 7 6 5 3x4 3x8 2x4 2x4 3x6 3x6 2-3-8 2-3-8 7-10-8 5-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 7-10-8 5-7-0 0- 1 0 - 0 4- 1 - 6 3- 1 - 1 4 0- 1 1 - 8 3- 5 - 6 0- 8 - 0 5.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8], [5:Edge,0-2-0], [8:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.73 0.65 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.31 0.09 (loc) 5-6 5-6 5 l/defl >719 >290 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=372/0-3-8, 5=299/0-1-8 Max Horz 8=126(LC 6) Max Uplift8=-32(LC 6), 5=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/32, 2-8=-338/103 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss M05 Truss Type MONOPITCH Qty 16 Ply 1 118 woods at shelborne Job Reference (optional) I33855286 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8a2KHNWO0PaLqP0qS7bD7FSNZi2Fo2Bs7gv7V4z0AFn Scale = 1:27.6 1 2 3 4 6 5 2x4 4x6 2x4 6x6 9-9-12 9-9-12 -0-11-0 0-11-0 5-0-3 5-0-3 9-9-12 4-9-9 0- 8 - 8 3- 6 - 1 3 3- 3 - 5 0- 3 - 8 3- 6 - 1 3 3.50 12 Plate Offsets (X,Y)-- [5:Edge,0-2-4] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.48 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 -0.01 (loc) 5-6 5-6 6 l/defl >454 >185 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 4-5: 2x4 SPF-S Stud, 3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=448/0-3-8, 5=377/0-1-8 Max Horz 5=110(LC 5) Max Uplift6=-60(LC 4), 5=-40(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-535/181, 2-6=-348/175 BOT CHORD 5-6=-104/474 WEBS 3-5=-470/219 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has 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. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T01 Truss Type COMMON Qty 5 Ply 1 118 woods at shelborne Job Reference (optional) I33855287 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cmciUjX0niiCSZb00q6SfS?cS6OxXVL?MKfg2Wz0AFm Scale = 1:40.5 1 2 3 4 5 6 7 8 9 11 10 4x10 4x6 3x6 4x6 2x4 3x8 2x4 4x10 4x6 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 4-5-3 4-5-3 9-11-8 5-6-5 15-5-13 5-6-5 19-11-0 4-5-3 20-10-0 0-11-0 0- 1 0 - 0 4- 1 1 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-6-3,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.40 0.51 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.04 (loc) 10-18 10-18 8 l/defl >999 >921 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=852/0-3-8, 8=852/0-3-8 Max Horz 2=49(LC 6) Max Uplift2=-69(LC 6), 8=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-652/0, 3-4=-1302/223, 4-5=-1027/154, 5-6=-1027/154, 6-7=-1302/223, 7-8=-652/0 BOT CHORD 2-11=-134/1155, 10-11=-134/1155, 8-10=-134/1155 WEBS 5-10=0/472, 6-10=-333/134, 4-10=-333/134 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T02 Truss Type COMMON Qty 3 Ply 1 118 woods at shelborne Job Reference (optional) I33855288 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cmciUjX0niiCSZb00q6SfS?cQ6OwXVE?MKfg2Wz0AFm Scale = 1:40.0 1 2 3 4 5 6 7 8 10 9 4x10 4x6 4x10 4x6 3x6 4x6 2x4 3x8 2x4 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 4-5-3 4-5-3 9-11-8 5-6-5 15-5-13 5-6-5 19-11-0 4-5-3 0- 1 0 - 0 4- 1 1 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-3-8,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.40 0.51 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.04 (loc) 9-13 9-13 8 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=795/0-3-8, 2=853/0-3-8 Max Horz 2=55(LC 6) Max Uplift8=-40(LC 7), 2=-69(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-651/0, 3-4=-1305/224, 4-5=-1030/155, 5-6=-1030/155, 6-7=-1311/227, 7-8=-677/0 BOT CHORD 2-10=-156/1158, 9-10=-156/1158, 8-9=-159/1165 WEBS 5-9=0/473, 6-9=-340/137, 4-9=-333/134 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T03 Truss Type COMMON Qty 2 Ply 1 118 woods at shelborne Job Reference (optional) I33855289 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-cmciUjX0niiCSZb00q6SfS?Z36OoXUu?MKfg2Wz0AFm Scale = 1:38.9 1 2 3 4 5 6 9 8 7 4x10 4x6 3x6 2x4 4x6 2x4 4x6 3x8 9-11-8 9-11-8 16-11-8 7-0-0 -0-11-0 0-11-0 4-5-3 4-5-3 9-11-8 5-6-5 16-11-8 7-0-0 0- 1 0 - 0 4- 1 1 - 1 3 2- 0 - 1 3 5.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.62 0.46 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.02 (loc) 8-12 8-12 7 l/defl >999 >692 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=729/0-3-8, 7=671/Mechanical Max Horz 2=83(LC 6) Max Uplift2=-66(LC 6), 7=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-708/0, 3-4=-1051/189, 4-5=-749/121, 5-6=-765/116, 6-7=-612/118 BOT CHORD 2-9=-168/933, 8-9=-168/933 WEBS 4-8=-365/133, 5-8=0/295, 6-8=-19/563 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T04 Truss Type COMMON Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855290 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4y95i3YeX0q23jACaYehCgXloWovG?g9a_ODazz0AFl Scale = 1:22.5 1 2 3 4 7 6 5 3x8 3x8 2x4 4x6 4-2-4 4-2-4 8-4-8 4-2-4 -0-11-0 0-11-0 4-2-4 4-2-4 8-4-8 4-2-4 0- 1 0 - 0 2- 6 - 1 5 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-8], [7:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.55 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=391/0-3-0, 5=319/0-3-0 Max Horz 7=35(LC 6) Max Uplift7=-118(LC 6), 5=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/270, 3-4=-358/267, 2-7=-331/220, 4-5=-256/169 BOT CHORD 6-7=-181/281, 5-6=-181/281 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=118. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T05 Truss Type COMMON Qty 2 Ply 1 118 woods at shelborne Job Reference (optional) I33855291 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4y95i3YeX0q23jACaYehCgXlNWmSG?q9a_ODazz0AFl Scale = 1:22.5 1 2 3 7 5 46 3x8 3x8 2x4 4x6 0-4-8 0-4-8 4-2-4 3-9-12 8-4-8 4-2-4 4-2-4 4-2-4 8-4-8 4-2-4 0- 1 0 - 0 2- 6 - 1 5 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-8], [7:0-4-4,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.52 0.36 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=308/0-3-0, 6=339/0-3-8 Max Horz 6=16(LC 6) Max Uplift4=-80(LC 7), 6=-87(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/240, 2-3=-324/239 BOT CHORD 6-7=-157/251, 5-6=-157/251, 4-5=-157/251 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T06 Truss Type COMMON Qty 2 Ply 1 118 woods at shelborne Job Reference (optional) I33855292 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Y9jTvPZGIKyvhtlO7F9wkt4yfw8N?SBIpe8n6Pz0AFk Scale = 1:20.2 1 2 3 6 5 4 2x4 4x6 3x4 3x4 3x6 3x6 3-5-12 3-5-12 6-11-8 3-5-12 3-5-12 3-5-12 6-11-8 3-5-12 0- 1 0 - 1 1- 1 - 9 2- 6 - 1 5 0- 3 - 8 0- 1 0 - 1 0- 3 - 8 1- 1 - 9 5.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.42 0.19 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=267/0-1-8, 4=267/0-1-8 Max Horz 6=13(LC 6) Max Uplift6=-68(LC 6), 4=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T07 Truss Type COMMON Qty 9 Ply 1 118 woods at shelborne Job Reference (optional) I33855293 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:43:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Y9jTvPZGIKyvhtlO7F9wkt4t4w?l?H8Ipe8n6Pz0AFk Scale = 1:69.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 3x6 6x8 4x6 3x6 3x8 3x4 2x4 3x4 2x4 6x8 4x6 3x6 8-11-6 8-11-6 17-11-8 9-0-2 26-11-10 9-0-2 35-11-0 8-11-6 -0-11-0 0-11-0 8-11-6 8-11-6 17-11-8 9-0-2 26-11-10 9-0-2 35-11-0 8-11-6 36-10-0 0-11-0 0- 1 0 - 0 8- 3 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-0-14], [10:0-5-3,0-0-14] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.71 0.81 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.55 0.16 (loc) 14-16 14-16 10 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-0-0, Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size) 2=1492/0-3-8, 10=1492/0-3-8 Max Horz 2=80(LC 6) Max Uplift2=-102(LC 6), 10=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-605/0, 3-4=-2606/367, 4-5=-1911/289, 5-6=-1810/326, 6-7=-1810/326, 7-8=-1911/289, 8-9=-2606/367, 9-10=-605/0 BOT CHORD 2-16=-233/2336, 15-16=-233/2336, 14-15=-233/2336, 13-14=-233/2336, 12-13=-233/2336, 10-12=-233/2336 WEBS 6-14=-45/847, 8-14=-802/182, 8-12=0/320, 4-14=-802/182, 4-16=0/320 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=102, 10=102. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T08 Truss Type COMMON Qty 7 Ply 1 118 woods at shelborne Job Reference (optional) I33855294 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0LHr7lav3d4mJ0Kbhyg9H5d?cJIFkkOS2ItKerz0AFj Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x8 6x8 4x6 3x6 3x4 2x4 3x8 3x4 2x4 6x10 4x6 3x6 8-11-6 8-11-6 17-11-8 9-0-2 26-11-10 9-0-2 35-7-8 8-7-14 -0-11-0 0-11-0 8-11-6 8-11-6 17-11-8 9-0-2 26-11-10 9-0-2 35-7-8 8-7-14 0- 1 0 - 0 8- 3 - 1 3 0- 1 1 - 7 5.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-0-14] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.92 0.98 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.61 0.19 (loc) 11-13 11-13 10 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-0-0, Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 8-13 REACTIONS.(lb/size) 2=1481/0-3-8, 10=1424/Mechanical Max Horz 2=89(LC 6) Max Uplift2=-102(LC 6), 10=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-605/0, 3-4=-2581/364, 4-5=-1886/286, 5-6=-1786/323, 6-7=-1786/323, 7-8=-1883/286, 8-9=-2516/357 BOT CHORD 2-15=-255/2313, 14-15=-255/2313, 13-14=-255/2313, 12-13=-247/2246, 11-12=-247/2246, 10-11=-247/2246 WEBS 4-15=0/319, 4-13=-801/182, 6-13=-42/826, 8-13=-737/173, 8-11=0/305 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=102. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T09 Truss Type COMMON Qty 2 Ply 1 118 woods at shelborne Job Reference (optional) I33855295 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-0LHr7lav3d4mJ0Kbhyg9H5d2rJL7kkaS2ItKerz0AFj Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 3x6 6x8 4x6 3x6 3x8 3x4 2x4 3x4 2x4 6x8 4x6 3x6 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 0- 1 0 - 0 8- 3 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [1:0-5-3,0-0-14], [9:0-5-3,0-0-14], [9:0-0-0,0-0-0] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.71 0.80 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.53 0.16 (loc) 11-13 11-13 9 l/defl >999 >814 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-0-0, Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-13, 3-13 REACTIONS.(lb/size) 1=1436/Mechanical, 9=1498/0-3-8 Max Horz 1=-88(LC 7) Max Uplift1=-73(LC 6), 9=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-643/0, 2-3=-2605/369, 3-4=-1908/291, 4-5=-1808/327, 5-6=-1808/327, 6-7=-1908/290, 7-8=-2600/367, 8-9=-619/0 BOT CHORD 1-15=-231/2335, 14-15=-231/2335, 13-14=-231/2335, 12-13=-229/2330, 11-12=-229/2330, 9-11=-229/2330 WEBS 5-13=-51/850, 7-13=-798/181, 7-11=0/321, 3-13=-804/183, 3-15=0/322 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=104. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T10 Truss Type COMMON Qty 2 Ply 1 118 woods at shelborne Job Reference (optional) I33855296 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VXrDK5aXqxCdwAvnFgBOqI9ALjeTTBabHyduBHz0AFi Scale = 1:67.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 5x6 3x8 6x8 4x6 3x6 3x4 2x4 3x8 3x4 2x4 6x10 4x6 3x6 8-11-6 8-11-6 17-11-8 9-0-2 26-11-10 9-0-2 35-7-8 8-7-14 8-11-6 8-11-6 17-11-8 9-0-2 26-11-10 9-0-2 35-7-8 8-7-14 0- 1 0 - 0 8- 3 - 1 3 0- 1 1 - 7 5.00 12 Plate Offsets (X,Y)-- [1:0-5-11,0-0-2] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.92 0.98 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.61 0.19 (loc) 10-12 10-12 9 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-0-0, Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS.(lb/size) 1=1425/Mechanical, 9=1425/Mechanical Max Horz 1=73(LC 6) Max Uplift1=-73(LC 6), 9=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-626/0, 2-3=-2586/366, 3-4=-1888/287, 4-5=-1787/324, 5-6=-1787/324, 6-7=-1885/286, 7-8=-2517/358 BOT CHORD 1-14=-257/2319, 13-14=-257/2319, 12-13=-257/2319, 11-12=-248/2248, 10-11=-248/2248, 9-10=-248/2248 WEBS 3-14=0/320, 3-12=-806/184, 5-12=-43/827, 7-12=-737/173, 7-10=0/305 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T11 Truss Type HIP Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855297 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VXrDK5aXqxCdwAvnFgBOqI9AnjjbTG_bHyduBHz0AFi Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x6 5x6 5x6 3x6 6x8 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 6x10 4x6 3x6 0- 1 - 1 0 8-11-4 8-11-4 16-0-0 7-0-12 19-11-0 3-11-0 26-11-12 7-0-11 35-7-8 8-7-12 8-11-4 8-11-4 16-0-0 7-0-12 19-11-0 3-11-0 26-11-12 7-0-11 35-7-8 8-7-12 0- 1 0 - 0 7- 4 - 6 7- 6 - 0 0- 1 1 - 7 7- 4 - 6 5.00 12 Plate Offsets (X,Y)-- [1:0-5-11,0-0-2], [5:0-3-0,0-1-12] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.95 0.66 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.44 0.15 (loc) 11-13 11-13 10 l/defl >999 >968 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP 2400F 2.0E *Except* 12-15: 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-0-0, Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14, 5-13, 8-13 REACTIONS.(lb/size) 1=1425/Mechanical, 10=1425/Mechanical Max Horz 1=65(LC 6) Max Uplift1=-65(LC 6), 10=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-670/0, 2-3=-2569/353, 3-4=-2021/302, 4-5=-1934/330, 5-6=-1786/334, 6-7=-1933/329, 7-8=-2015/301, 8-9=-2495/344 BOT CHORD 1-16=-243/2300, 15-16=-243/2300, 14-15=-243/2300, 13-14=-114/1787, 12-13=-233/2225, 11-12=-233/2225, 10-11=-233/2225 WEBS 3-16=0/295, 3-14=-631/151, 5-14=-16/438, 6-13=-12/420, 8-13=-554/140, 8-11=0/272 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T12 Truss Type HIP Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855298 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zjPbYQb9bFKUYKUzpNidMWiLL73iCjRlVcMRjkz0AFh Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6x8 4x6 5x6 5x6 6x10 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 0- 1 - 1 0 8-11-5 8-11-5 14-0-0 5-0-12 21-11-0 7-11-0 26-11-11 5-0-11 35-7-8 8-7-13 8-11-5 8-11-5 14-0-0 5-0-12 21-11-0 7-11-0 26-11-11 5-0-11 35-7-8 8-7-13 0- 1 0 - 0 6- 6 - 6 6- 8 - 0 0- 1 1 - 7 6- 6 - 6 5.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-2], [4:0-3-0,0-1-12] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.90 0.66 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.49 0.14 (loc) 11-12 11-12 8 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP 2400F 2.0E *Except* 10-13: 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-0-0, Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-5 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size) 1=1425/Mechanical, 8=1425/Mechanical Max Horz 1=57(LC 6) Max Uplift1=-56(LC 6), 8=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-715/0, 2-3=-2545/341, 3-4=-2179/333, 4-5=-1958/328, 5-6=-2161/330, 6-7=-2470/332, 7-8=-257/137 BOT CHORD 1-14=-230/2275, 13-14=-230/2275, 12-13=-230/2275, 11-12=-138/1968, 10-11=-220/2197, 9-10=-220/2197, 8-9=-220/2197 WEBS 3-12=-425/122, 4-12=0/461, 5-11=0/437, 6-11=-346/118 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855299 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RwzzlmcnMYSLAU3AM5DsvjFWKXJ?x1WukF6_FAz0AFg Scale = 1:64.6 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 3x4 4x6 3x6 6x10 4x6 3x6 2x4 6x16 4x6 2x4 4x6 6x16 3x4 4x6 6x18 MT18HS 4x6 6x16 2x4 4x6 5x6 0- 1 - 1 0 7-5-7 7-5-7 17-1-8 9-8-1 20-6-0 3-4-8 22-9-8 2-3-8 23-11-0 1-1-8 29-6-12 5-7-12 35-7-8 6-0-12 7-5-7 7-5-7 12-3-8 4-10-0 17-1-8 4-10-0 20-6-0 3-4-8 22-9-8 2-3-8 23-11-0 1-1-8 29-6-12 5-7-12 35-7-8 6-0-12 5- 8 - 6 5- 1 0 - 0 0- 1 1 - 7 3- 0 - 0 0- 8 - 0 0- 8 - 0 5- 8 - 6 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-2-0,0-1-12], [7:0-2-12,0-2-0], [8:0-1-12,0-2-0], [11:0-1-8,0-1-12], [14:0-5-8,0-2-0], [15:0-9-0,0-4-0], [18:0-5-4,0-2-8], [19:0-5-12,0-2-8], [20:Edge,0-2-8], [21:0-1-12,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.95 0.98 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -1.15 0.52 (loc) 16 18-19 10 l/defl >999 >370 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-20,5-17,6-16: 2x3 SPF No.2, 10-13: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 15-18,5-15: 2x4 SP No.1 SLIDER Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-4-14 max.): 1-7. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-18 WEBS 1 Row at midpt 1-21 REACTIONS.(lb/size) 21=1429/Mechanical, 10=1436/Mechanical Max Horz 21=-165(LC 4) Max Uplift21=-111(LC 4), 10=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1362/173, 1-2=-1810/229, 2-3=-1812/223, 3-4=-2733/311, 4-5=-2733/311, 5-6=-5395/481, 6-7=-4652/433, 7-8=-5039/440, 8-9=-2513/279 BOT CHORD 2-19=-419/139, 18-19=-152/2411, 5-18=-2225/209, 16-17=-305/0, 6-15=0/384, 14-15=-317/5407, 10-11=-196/2242 WEBS 1-19=-192/2135, 3-19=-831/127, 3-18=0/445, 16-18=0/334, 15-18=-189/3406, 6-14=-1031/90, 11-14=-222/2520, 7-14=-64/1600, 8-14=-73/2392, 8-11=-1156/182, 5-15=-206/3296 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 21=111. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855300 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RwzzlmcnMYSLAU3AM5DsvjFZGXKXx1NukF6_FAz0AFg Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 4x6 3x6 5x12 4x8 2x4 4x6 4x6 3x8 3x6 6x8 4x8 2x4 6x10 5x6 4x8 2x4 0- 1 - 1 0 4-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 25-11-0 8-9-8 35-7-8 9-8-8 4-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 25-11-0 8-9-8 30-8-0 4-9-0 35-7-8 4-11-8 4- 1 0 - 6 5- 0 - 0 0- 1 1 - 7 0- 8 - 0 4- 1 0 - 6 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [6:0-3-0,0-1-12], [9:0-7-11,Edge], [10:0-3-4,0-1-12], [13:0-7-4,0-4-0], [14:0-3-0,0-2-0], [15:0-4-12,0-3-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.76 0.95 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.68 0.21 (loc) 13-14 10-12 9 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-16,5-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Right 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 1-6. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 17=1421/Mechanical, 9=1421/Mechanical Max Horz 17=-122(LC 7) Max Uplift17=-117(LC 5), 9=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1371/149, 1-2=-1541/141, 2-3=-2801/275, 3-4=-2801/275, 4-5=-2801/275, 5-6=-3409/377, 6-7=-2425/266, 7-8=-2439/295, 8-9=-198/384 BOT CHORD 2-15=-1130/202, 14-15=-34/1560, 13-14=-237/3420, 11-12=0/334, 10-11=0/334, 9-10=-214/2139 WEBS 1-15=-183/1985, 2-14=-158/1463, 3-14=-349/115, 5-14=-726/111, 10-13=-163/1919, 6-13=-134/1341, 7-10=0/286 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 9 except (jt=lb) 17=117. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T19 Truss Type COMMON Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855301 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-v6XMy6dP7saCoedMwok5Rxnn5xqQgiY1zvrYncz0AFf Scale = 1:30.0 1 2 3 4 5 8 7 6 4x8 4x8 2x4 4x6 6-7-8 6-7-8 13-3-0 6-7-8 -0-11-0 0-11-0 6-7-8 6-7-8 13-3-0 6-7-8 14-2-0 0-11-0 0- 1 0 - 0 3- 7 - 2 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.56 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=582/0-3-8, 6=582/0-3-8 Max Horz 8=37(LC 6) Max Uplift8=-60(LC 6), 6=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-675/124, 3-4=-675/124, 2-8=-514/169, 4-6=-514/169 BOT CHORD 7-8=-10/543, 6-7=-10/543 WEBS 3-7=0/265 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T20 Truss Type COMMON Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855302 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-v6XMy6dP7saCoedMwok5RxnoLxklgec1zvrYncz0AFf Scale = 1:47.1 1 2 3 4 5 6 7 8 9 11 10 6x8 4x6 3x6 4x6 2x4 3x8 2x4 6x8 4x6 10-11-12 10-11-12 21-11-8 10-11-12 -0-11-0 0-11-0 5-7-13 5-7-13 10-11-12 5-3-15 16-3-11 5-3-15 21-11-8 5-7-13 22-10-8 0-11-0 0- 1 0 - 0 5- 4 - 1 4 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-14], [8:0-5-3,0-0-14] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.48 0.69 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.05 (loc) 10-14 10-14 8 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=933/0-3-8, 8=933/0-3-8 Max Horz 2=-53(LC 7) Max Uplift2=-73(LC 6), 8=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-780/0, 3-4=-1441/242, 4-5=-1132/172, 5-6=-1132/172, 6-7=-1441/242, 7-8=-780/0 BOT CHORD 2-11=-141/1275, 10-11=-141/1275, 8-10=-141/1275 WEBS 5-10=0/552, 6-10=-363/147, 4-10=-363/147 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T21 Truss Type COMMON Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855303 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-v6XMy6dP7saCoedMwok5RxnlAxp6giL1zvrYncz0AFf Scale = 1:32.8 1 2 3 4 5 8 7 6 4x10 4x10 2x4 4x6 7-5-8 7-5-8 14-11-0 7-5-8 -0-11-0 0-11-0 7-5-8 7-5-8 14-11-0 7-5-8 15-10-0 0-11-0 0- 1 0 - 0 3- 1 1 - 5 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [6:0-3-8,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.69 0.35 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=649/0-3-8, 6=649/0-3-8 Max Horz 8=-40(LC 7) Max Uplift8=-63(LC 6), 6=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/131, 3-4=-784/131, 2-8=-576/176, 4-6=-576/176 BOT CHORD 7-8=-10/636, 6-7=-10/636 WEBS 3-7=0/306 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss T22 Truss Type COMMON Qty 2 Ply 1 118 woods at shelborne Job Reference (optional) I33855304 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NI5kASd1uAj3PoCYUWGK_8Kx?K4GP8kBBZb5K3z0AFe Scale = 1:50.4 1 2 3 4 5 6 7 8 9 12 11 10 4x6 4x10 4x6 3x6 3x4 2x4 3x4 2x4 4x10 4x6 8-5-0 8-5-0 16-10-0 8-5-1 25-3-0 8-5-0 -0-11-0 0-11-0 5-5-11 5-5-11 12-7-8 7-1-13 19-9-5 7-1-13 25-3-0 5-5-11 26-2-0 0-11-0 0- 1 0 - 0 6- 1 - 2 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-6-3,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.62 0.67 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.37 0.07 (loc) 10-12 10-12 8 l/defl >999 >817 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 2-0-0, Right 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=1065/0-3-8, 8=1065/0-3-8 Max Horz 2=59(LC 6) Max Uplift2=-80(LC 6), 8=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-470/0, 3-4=-1752/275, 4-5=-1549/241, 5-6=-1549/241, 6-7=-1752/275, 7-8=-470/0 BOT CHORD 2-12=-177/1561, 11-12=-59/1122, 10-11=-59/1122, 8-10=-177/1561 WEBS 5-10=-2/451, 6-10=-314/157, 5-12=-2/451, 4-12=-314/157 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 118 woods at shelborne Job Reference (optional) I33855305 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rVe6NoeffTrw1xnl2DnZXMt5YkPc8ReKQDKfsVz0AFd Scale: 3/16"=1' 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 921 22 23 24 25 26 27 28 29 3031 32 33 34 35 364x6 4x6 3x6 8x8 2x4 4x6 4x6 3x6 5x8 6x16 5x8 2x4 8x10 4x6 5x12 5x6 2x4 0- 1 - 6 4-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 20-0-0 2-10-8 28-0-8 8-0-8 31-8-12 3-8-4 35-7-8 3-10-12 4-9-0 4-9-0 10-11-4 6-2-4 17-1-8 6-2-4 20-0-0 2-10-8 28-0-8 8-0-8 31-8-12 3-8-4 35-7-8 3-10-12 4- 0 - 0 4- 1 - 6 0- 1 1 - 7 0- 8 - 0 4- 0 - 0 5.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-12], [2:0-1-12,0-2-0], [6:0-1-8,0-2-0], [7:0-3-0,0-2-0], [11:0-5-0,0-2-0], [13:0-6-4,Edge], [14:0-3-12,0-2-8], [15:0-8-0,0-3-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.70 0.73 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.94 0.20 (loc) 13-14 13-14 8 l/defl >999 >452 n/a L/d 240 180 n/a PLATES MT20 Weight: 396 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 7-8: 2x6 SP No.1, 4-7: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP No.1 *Except* 2-16: 2x3 SPF No.2, 13-15,8-10: 2x6 SP 2400F 2.0E, 5-12: 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-15,11-13: 2x4 SP No.1 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 1-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 15-16 REACTIONS.(lb/size) 17=3800/Mechanical, 8=3783/Mechanical Max Horz 17=-97(LC 6) Max Uplift17=-673(LC 4), 8=-609(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-3530/634, 1-2=-5732/1007, 2-3=-10094/1780, 3-4=-10094/1780, 4-5=-10094/1780, 5-6=-11860/2091, 6-7=-9606/1706, 7-8=-7234/1233 BOT CHORD 15-16=-50/382, 2-15=-2372/469, 15-23=-957/5827, 23-24=-956/5813, 24-25=-953/5803, 14-25=-952/5790, 14-26=-2059/12052, 26-27=-2060/12058, 27-28=-2061/12062, 13-28=-2062/12068, 5-13=-115/779, 12-29=-229/1235, 29-30=-229/1235, 11-30=-229/1235, 11-31=-1076/6538, 10-31=-1076/6538, 10-32=-1076/6538, 32-33=-1076/6538, 9-33=-1076/6538, 9-34=-1080/6567, 34-35=-1080/6567, 35-36=-1080/6567, 8-36=-1080/6567 WEBS 1-15=-1169/6654, 2-14=-840/4739, 3-14=-374/126, 5-14=-2171/386, 11-13=-1478/8775, 6-13=-529/3112, 6-11=-2720/524, 7-11=-622/3375, 7-9=-141/1007 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x3 - 1 row at 0-9-0 oc, 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, 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=673, 8=609. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 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 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 118 woods at shelborne Job Reference (optional) I33855305 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:06 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-rVe6NoeffTrw1xnl2DnZXMt5YkPc8ReKQDKfsVz0AFd NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb down and 65 lb up at 1-9-12, 279 lb down and 65 lb up at 3-9-12, 279 lb down and 65 lb up at 5-9-12, 279 lb down and 65 lb up at 7-9-12, 279 lb down and 65 lb up at 9-9-12, 279 lb down and 65 lb up at 11-9-12, 279 lb down and 65 lb up at 13-9-12, 279 lb down and 65 lb up at 15-9-12, 279 lb down and 65 lb up at 17-9-12, 279 lb down and 65 lb up at 19-9-12, 279 lb down and 65 lb up at 21-9-12, 279 lb down and 65 lb up at 23-9-12, 279 lb down and 65 lb up at 25-9-12, 279 lb down and 65 lb up at 27-9-12, 279 lb down and 65 lb up at 29-9-12, and 279 lb down and 65 lb up at 31-9-12, and 279 lb down and 65 lb up at 33-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-8=-60, 16-17=-20, 13-15=-20, 12-18=-20 Concentrated Loads (lb) Vert: 10=-279 21=-279 22=-279 23=-279 24=-279 25=-279 26=-279 27=-279 28=-279 29=-279 30=-279 31=-279 32=-279 33=-279 34=-279 35=-279 36=-279 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801988 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 118 woods at shelborne Job Reference (optional) I33855306 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JhCUb8fIQnznf5MxbxIo3ZPIt8mJtulUft4COxz0AFc Scale = 1:28.8 1 2 3 4 5 615 16 17 18 6x10 3x4 6x10 3x4 3x8 4x6 6-7-8 6-7-8 13-3-0 6-7-8 6-7-8 6-7-8 13-3-0 6-7-8 0- 1 0 - 0 3- 7 - 2 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [1:0-5-3,0-0-11], [5:0-5-15,0-0-11], [6:0-4-12,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.47 0.70 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.02 (loc) 6-9 6-9 5 l/defl >999 >772 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5548/0-3-8, 5=5350/0-3-8 Max Horz 1=-26(LC 14) Max Uplift1=-321(LC 5), 5=-312(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5124/225, 2-3=-6724/410, 3-4=-6726/410, 4-5=-5045/220 BOT CHORD 1-15=-333/6152, 15-16=-333/6152, 6-16=-333/6152, 6-17=-333/6152, 17-18=-333/6152, 5-18=-333/6152 WEBS 3-6=-224/4786 NOTES-(10-11) 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 0-7-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 1=321, 5=312. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1410 lb down and 80 lb up at 0-4-12, 1404 lb down and 84 lb up at 2-4-12, 1404 lb down and 84 lb up at 4-4-12, 1404 lb down and 84 lb up at 6-4-12, 1404 lb down and 84 lb up at 8-4-12, and 1404 lb down and 84 lb up at 10-4-12, and 1406 lb down and 83 lb up at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 7-11=-20 Continued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 118 woods at shelborne Job Reference (optional) I33855306 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:07 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JhCUb8fIQnznf5MxbxIo3ZPIt8mJtulUft4COxz0AFc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1404(F) 9=-1410(F) 13=-1406(F) 15=-1404(F) 16=-1404(F) 17=-1404(F) 18=-1404(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801988 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 2 118 woods at shelborne Job Reference (optional) I33855307 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JhCUb8fIQnznf5MxbxIo3ZPCm8nOtw0Uft4COxz0AFc Scale = 1:43.1 1 2 3 4 5 6 7 11 10 9 818 19 20 21 22 5x6 6x18 MT18HS 4x6 3x6 10x10 3x6 8x8 2x4 8x16 8x16 5-7-2 5-7-2 10-11-12 5-4-10 13-11-8 2-11-12 21-11-8 8-0-0 5-7-2 5-7-2 10-11-12 5-4-10 13-11-8 2-11-12 17-10-4 3-10-12 21-11-8 4-1-4 22-10-8 0-11-0 0- 1 0 - 0 5- 4 - 1 4 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-9], [2:0-2-12,0-2-0], [4:0-1-12,0-1-8], [6:0-1-8,0-2-9], [8:0-3-12,0-5-4], [9:0-5-0,0-6-0], [11:0-3-12,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.86 0.63 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.46 0.09 (loc) 9-11 9-11 6 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-7: 2x4 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SP No.1 WEDGE Left: 2x6 SP No.1, Right: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=8049/0-3-8, 6=6012/0-3-8 Max Horz 1=-59(LC 14) Max Uplift1=-562(LC 5), 6=-583(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14331/1038, 2-3=-11072/927, 3-4=-11059/934, 4-5=-12556/1191, 5-6=-12365/1195 BOT CHORD 1-18=-943/13164, 18-19=-943/13164, 11-19=-943/13164, 11-20=-943/13164, 10-20=-943/13164, 10-21=-943/13164, 9-21=-943/13164, 9-22=-1016/11589, 8-22=-1016/11589, 6-8=-1033/11234 WEBS 2-11=-49/2561, 2-9=-3373/197, 3-9=-655/8180, 4-9=-2287/464, 4-8=-383/2082, 5-8=-45/548 NOTES-(10-11) 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: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, Except member 4-8 2x3 - 1 row at 0-2-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=562, 6=583. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1405 lb down and 84 lb up at 1-10-12, 1405 lb down and 84 lb up at 3-10-12, 1405 lb down and 76 lb up at 5-10-12, 1405 lb down and 66 lb up at 7-10-12, 1416 lb down and 44 lb up at 9-10-12, and 1401 lb down and 55 lb up at 11-10-12, and 3813 lb down and 620 lb up at 13-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 2 118 woods at shelborne Job Reference (optional) I33855307 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:07 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-JhCUb8fIQnznf5MxbxIo3ZPCm8nOtw0Uft4COxz0AFc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 12-15=-20 Concentrated Loads (lb) Vert: 10=-1405(F) 8=-3813(F) 18=-1405(F) 19=-1405(F) 20=-1405(F) 21=-1416(F) 22=-1401(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801988 Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 3 118 woods at shelborne Job Reference (optional) I33855308 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ntmsoUgwB55eGFx79ep1cnyLYY7ZcPnduXplxNz0AFb Scale = 1:52.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1125 26 27 28 29 30 31 8x16 4x6 4x6 5x10 MT18HS 3x4 2x4 5x6 4x6 6x8 4x6 8x8 3x4 2x4 8x10 4x6 4-4-3 4-4-3 8-5-13 4-1-11 12-7-8 4-1-11 17-3-0 4-7-8 21-1-12 3-10-12 25-3-0 4-1-4 4-4-3 4-4-3 8-5-13 4-1-11 12-7-8 4-1-11 17-3-0 4-7-8 21-1-12 3-10-12 25-3-0 4-1-4 26-3-0 1-0-0 0- 1 0 - 0 6- 1 - 2 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-2-4], [6:0-2-12,0-2-0], [9:0-1-5,0-3-11], [12:0-2-8,0-4-4], [13:0-4-0,0-3-4], [15:0-2-8,0-2-12] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.98 0.64 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.10 (loc) 12-13 12-13 9 l/defl >999 >639 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 434 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SP No.1 SLIDER Left 2x6 SP No.1 2-3-14, Right 2x6 SP No.1 2-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=9824/0-3-8, 9=7353/0-3-8 Max Horz 1=-67(LC 14) Max Uplift1=-747(LC 5), 9=-807(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9852/750, 2-3=-17079/1354, 3-4=-15630/1322, 4-5=-12411/1184, 5-6=-12414/1183, 6-7=-16053/1754, 7-8=-13925/1507, 8-9=-7305/767 BOT CHORD 1-25=-1233/15519, 25-26=-1233/15519, 16-26=-1233/15519, 16-27=-1233/15519, 27-28=-1233/15519, 15-28=-1233/15519, 15-29=-1176/14440, 14-29=-1176/14440, 13-14=-1176/14440, 13-30=-1523/14829, 30-31=-1523/14829, 12-31=-1523/14829, 11-12=-1309/12606, 9-11=-1309/12606 WEBS 3-16=-41/1654, 3-15=-1276/65, 4-15=-146/3776, 4-13=-4229/268, 5-13=-845/9260, 6-13=-4439/775, 6-12=-612/3829, 7-12=-288/2611, 7-11=-1564/202 NOTES-(10-11) 1) 3-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 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, Except member 6-12 2x3 - 1 row at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=747, 9=807. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1416 lb down and 85 lb up at 1-4-12, 1416 lb down and 85 lb up at 3-2-4, 1405 lb down and 85 lb up at 5-2-4, 1405 lb down and 85 lb up at 7-2-4, 1405 lb down and 77 lb up at 9-2-4, 1405 lb down and 68 lb up at 11-2-4, 1409 lb down and 123 lb up at 13-2-4, and 1401 lb down and 129 lb up at 15-2-4, and 3836 lb down and 684 lb up at 17-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 3 118 woods at shelborne Job Reference (optional) I33855308 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ntmsoUgwB55eGFx79ep1cnyLYY7ZcPnduXplxNz0AFb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-10=-60, 17-21=-20 Concentrated Loads (lb) Vert: 14=-1405(B) 12=-3836(B) 25=-1416(B) 26=-1416(B) 27=-1405(B) 28=-1405(B) 29=-1405(B) 30=-1409(B) 31=-1401(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801988 Truss V01 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855309 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-G4KF0qhYyODVuPWJjLKG8_Ve6yX6L_4m6BZJTqz0AFa Scale: 1"=1' 1 2 3 2x4 2x4 2x4 4-4-3 4-4-3 0- 0 - 4 1- 5 - 6 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=142/4-3-7, 3=142/4-3-7 Max Horz 1=40(LC 5) Max Uplift1=-9(LC 4), 3=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V02 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855310 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-G4KF0qhYyODVuPWJjLKG8_VcryVjL_4m6BZJTqz0AFa Scale = 1:12.9 1 2 3 2x4 2x4 2x4 4-10-3 4-10-3 0- 0 - 4 1- 7 - 6 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.38 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=162/4-9-7, 3=162/4-9-7 Max Horz 1=46(LC 5) Max Uplift1=-11(LC 4), 3=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V03 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855311 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-G4KF0qhYyODVuPWJjLKG8_VeuyXzL_4m6BZJTqz0AFa Scale: 1"=1' 1 2 3 2x4 2x4 2x4 4-4-13 4-4-13 0- 0 - 4 1- 5 - 1 0 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=144/4-4-1, 3=144/4-4-1 Max Horz 1=41(LC 5) Max Uplift1=-9(LC 4), 3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V04 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855312 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kGudD9hAjiLLWZ5WH3rVhC1mLLro4RKwLrIs?Gz0AFZ Scale = 1:13.0 1 2 3 2x4 2x4 2x4 4-10-13 4-10-13 0- 0 - 4 1- 7 - 1 0 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=164/4-10-1, 3=164/4-10-1 Max Horz 1=47(LC 5) Max Uplift1=-11(LC 4), 3=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V05 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855313 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kGudD9hAjiLLWZ5WH3rVhC1vRLwl4RKwLrIs?Gz0AFZ Scale = 1:8.5 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 0- 0 - 4 0- 1 0 - 7 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=73/2-6-9, 3=73/2-6-9 Max Horz 1=21(LC 5) Max Uplift1=-5(LC 4), 3=-8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V06 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855314 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kGudD9hAjiLLWZ5WH3rVhC1uiLwI4RKwLrIs?Gz0AFZ Scale = 1:9.1 1 2 3 2x4 2x4 2x4 2-11-1 2-11-1 0- 0 - 4 0- 1 1 - 1 1 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=85/2-10-5, 3=85/2-10-5 Max Horz 1=24(LC 5) Max Uplift1=-6(LC 4), 3=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V07 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855315 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CSS?QVioU?TC7jgiqmNkEPa4ZlHDpua3aV2PXiz0AFY Scale = 1:8.1 1 2 3 2x4 2x4 2x4 2-5-1 2-5-1 0- 0 - 4 0- 9 - 1 1 4.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=65/2-4-5, 3=65/2-4-5 Max Horz 1=19(LC 5) Max Uplift1=-4(LC 4), 3=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V08 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855316 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CSS?QVioU?TC7jgiqmNkEPa0OlF_puf3aV2PXiz0AFY Scale = 1:27.9 1 2 3 4 7 6 53x4 3x4 2x4 2x4 2x4 2x4 2x4 11-8-6 11-8-6 8-7-2 8-7-2 11-8-6 3-1-4 0- 0 - 4 3- 6 - 1 5 2- 3 - 7 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-12. (lb) - Max Horz 1=66(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=260(LC 1), 7=374(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-266/142 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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) 5, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V09 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855317 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-CSS?QVioU?TC7jgiqmNkEPaz1lDCpu_3aV2PXiz0AFY Scale = 1:17.1 1 2 3 4 2x4 3x4 2x4 2x4 8-5-12 8-5-12 4-2-14 4-2-14 8-5-12 4-2-14 0- 0 - 4 1- 9 - 3 0- 0 - 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.32 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=145/8-5-12, 3=145/8-5-12, 4=300/8-5-12 Max Horz 1=15(LC 6) Max Uplift1=-21(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V10 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855318 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gf0NerjQEJb3lsFuOUuzmd6BJ9b0YIbDo9nz49z0AFX Scale = 1:59.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-1-14 29-1-14 15-10-14 15-10-14 29-1-14 13-3-0 0- 0 - 4 6- 7 - 8 1- 1 - 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SPF-S Stud BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-1-4. (lb) - Max Horz 1=64(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 17, 18, 19, 14, 13, 12, 1 Max Grav All reactions 250 lb or less at joint(s) 11, 1 except 15=472(LC 1), 17=414(LC 10), 18=311(LC 1), 19=320(LC 10), 14=416(LC 11), 13=316(LC 1), 12=274(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-257/117, 7-14=-260/117 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 17, 18, 19, 14, 13, 12, 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V11 Truss Type GABLE Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855319 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gf0NerjQEJb3lsFuOUuzmd6CA9aJYJSDo9nz49z0AFX Scale = 1:52.5 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 27-1-14 27-1-14 13-10-14 13-10-14 27-1-14 13-3-0 0- 0 - 4 5- 9 - 8 0- 3 - 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.20 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-1-14. (lb) - Max Horz 1=52(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=475(LC 1), 12=378(LC 10), 13=423(LC 1), 9=380(LC 11), 8=420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-305/134, 6-8=-303/133 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12, 13, 9, 8. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V12 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855320 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8rZlrBk2?djwN0p5yBPCJqfIbZukHnMM1pXWcbz0AFW Scale = 1:43.4 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-10 0-0-10 23-9-12 23-9-2 11-10-14 11-10-14 23-9-12 11-10-14 0- 0 - 4 4- 1 1 - 8 0- 0 - 4 5.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-0-0,0-0-0], [5:0-1-8,0-1-8] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.38 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-8-8. (lb) - Max Horz 1=44(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=606(LC 1), 6=606(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-420/181, 4-6=-420/181 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 6) Non Standard bearing condition. Review required. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V13 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855321 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-8rZlrBk2?djwN0p5yBPCJqfK6ZwuHn_M1pXWcbz0AFW Scale = 1:36.1 1 2 3 4 5 9 8 7 63x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 0-0-10 0-0-10 19-9-12 19-9-2 9-10-14 9-10-14 19-9-12 9-10-14 0- 0 - 4 4- 1 - 8 0- 0 - 4 5.00 12 Plate Offsets (X,Y)-- [1:0-5-15,Edge], [4:0-0-0,0-0-0], [5:0-0-9,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.24 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-8. (lb) - Max Horz 1=36(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=455(LC 10), 6=455(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-309/139, 4-6=-309/139 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 6) Non Standard bearing condition. Review required. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V14 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855322 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-c1783Xkhmwrn_AOHWvwRr2CW4zCl0EhWGTG481z0AFV Scale = 1:29.0 1 2 3 43x6 4x6 3x6 2x4 0-0-10 0-0-10 15-9-12 15-9-2 7-10-14 7-10-14 15-9-12 7-10-14 0- 0 - 4 3- 3 - 8 0- 0 - 4 5.00 12 Plate Offsets (X,Y)-- [1:0-0-6,Edge], [2:0-3-0,0-2-4], [3:0-1-6,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.46 0.10 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=254/15-8-8, 3=254/15-8-8, 4=636/15-8-8 Max Horz 1=28(LC 6) Max Uplift1=-29(LC 6), 3=-33(LC 7), 4=-2(LC 6) Max Grav 1=260(LC 10), 3=260(LC 11), 4=636(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-398/125 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Non Standard bearing condition. Review required. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V15 Truss Type VALLEY Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855323 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-c1783Xkhmwrn_AOHWvwRr2CW9zGz0FfWGTG481z0AFV Scale = 1:20.7 1 2 3 4 6 53x6 3x6 3x6 3x6 2x4 2x4 0- 1 - 1 0 0-0-10 0-0-10 5-6-14 5-6-4 6-2-14 0-8-0 11-9-12 5-6-14 5-6-14 5-6-14 6-2-14 0-8-0 11-9-12 5-6-14 0- 0 - 4 2- 2 - 4 2- 3 - 1 4 0- 0 - 4 2- 2 - 4 5.00 12 Plate Offsets (X,Y)-- [1:0-0-3,Edge], [4:0-0-13,Edge] LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-8. (lb) - Max Horz 1=-19(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=350(LC 10), 5=351(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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) 1, 4, 6, 5. 7) Non Standard bearing condition. Review required. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V16 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855324 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-c1783Xkhmwrn_AOHWvwRr2CWmzFc0E3WGTG481z0AFV Scale = 1:33.1 1 2 3 5 43x4 2x4 2x4 2x4 2x4 10-9-6 10-9-6 0- 0 - 4 4- 5 - 1 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.27 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=195/10-8-12, 4=85/10-8-12, 5=514/10-8-12 Max Horz 1=137(LC 5) Max Uplift4=-11(LC 5), 5=-79(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-364/187 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V17 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855325 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4EhWGtlJXEzecKzT3cRgOFkdxMY3liffV70dgTz0AFU Scale = 1:28.0 1 2 3 5 42x4 2x4 2x4 2x4 2x4 8-9-6 8-9-6 0- 0 - 4 3- 7 - 1 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.39 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=130/8-8-12, 4=113/8-8-12, 5=407/8-8-12 Max Horz 1=112(LC 5) Max Uplift4=-9(LC 5), 5=-62(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-305/186 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V18 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855326 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4EhWGtlJXEzecKzT3cRgOFkePMRlliZfV70dgTz0AFU Scale = 1:22.2 1 2 32x4 2x4 2x4 6-9-6 6-9-6 0- 0 - 4 2- 9 - 1 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.86 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=242/6-8-12, 3=242/6-8-12 Max Horz 1=83(LC 5) Max Uplift1=-13(LC 6), 3=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V19 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855327 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-4EhWGtlJXEzecKzT3cRgOFkd?MYwliZfV70dgTz0AFU Scale = 1:15.3 1 2 3 2x4 2x4 2x4 4-9-6 4-9-6 0- 0 - 4 1- 1 1 - 1 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.40 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=165/4-8-12, 3=165/4-8-12 Max Horz 1=57(LC 5) Max Uplift1=-9(LC 6), 3=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 Job B18801988 Truss V20 Truss Type Valley Qty 1 Ply 1 118 woods at shelborne Job Reference (optional) I33855328 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 02 07:44:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-YQFuUDmxIY5VEUYgdJyvxSHwCmzjU8pojnlADwz0AFT Scale = 1:10.3 1 2 3 2x4 2x4 2x4 2-9-6 2-9-6 0- 0 - 4 1- 1 - 1 4 5.00 12 LOADING (psf) TCLL 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=85/2-8-12, 3=85/2-8-12 Max Horz 1=30(LC 5) Max Uplift1=-4(LC 6), 3=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 2,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .