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HomeMy WebLinkAboutI33259584.193_Village_of_west_clayRe: Liu, Xuegang Pages or sheets covered by this seal: I33259584 thru I33259659 My license renewal date for the state of Indiana is July 31, 2018. 193_Village_of_west_clay 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: 193 Village of west clay 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss GE01 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259584 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-XvvftXs4FDQpwXPiaKkOoqnT5Y0oaEJIZ1tAnSzIpn9 Scale: 1/8"=1' 1 2 3 4 5 6 7 16 15 14 13 11 10 9 8 18 19 12 4x6 3x6 3x8 3x4 3x4 3x6 5x8 3x4 3x4 2x4 2x4 2x4 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-8 9-11-8 13-5-0 3-5-8 19-11-0 6-6-0 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-5-011-4-81-5-012.00 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) 0.68 0.59 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 0.02 (loc) 14-16 14-16 8 l/defl >943 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,2-16,6-8: 2x4 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 JOINTS 1 Brace at Jt(s): 18 REACTIONS.All bearings 6-9-8 except (jt=length) 16=0-3-8, 12=0-3-8. (lb) - Max Horz 16=-273(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 8, 12 Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9, 12 except 16=829(LC 1), 8=779(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/128, 3-4=-592/189, 4-5=-589/189, 5-6=-259/211, 2-16=-432/152, 6-8=-326/211 BOT CHORD 15-16=-103/449, 14-15=-103/449, 13-14=0/451, 12-13=0/436, 11-12=0/436, 10-11=0/436, 9-10=0/436, 8-9=0/436 WEBS 14-18=-152/416, 4-18=-153/406, 3-16=-376/87, 5-8=-524/0 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) 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 8, 12. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss GE02 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259585 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-XvvftXs4FDQpwXPiaKkOoqnZWY7laKAIZ1tAnSzIpn9 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2x4 2x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-0 13-3-0 6-7-8 6-7-8 13-3-0 6-7-8 14-3-0 1-0-0 1-5-08-0-81-5-012.00 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) 0.27 0.15 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 10 10 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-11: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 19=-209(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 14, 13 except 19=-243(LC 4), 11=-261(LC 5), 18=-250(LC 5), 12=-306(LC 4) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 19=304(LC 5), 11=361(LC 4) 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 ; 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 14, 13 except (jt=lb) 19=243, 11=261, 18=250, 12=306. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss GE03 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259586 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-?5T15tti0WYfYh_v82FdL2KlByUlJpyRohdjJvzIpn8 Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 11 1213 25 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-0-8 18-0-8 -1-0-0 1-0-0 9-0-4 9-0-4 18-0-8 9-0-4 19-0-8 1-0-0 1-2-07-11-31-2-09.00 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) 0.21 0.10 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-0-8. (lb) - Max Horz 25=190(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 23, 18, 17, 16 except 25=-154(LC 4), 14=-109(LC 5), 24=-161(LC 5), 15=-131(LC 4) Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 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 ; 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 23, 18, 17, 16 except (jt=lb) 25=154, 14=109, 24=161, 15=131. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss GE04 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259587 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-?5T15tti0WYfYh_v82FdL2KmnyU?JqJRohdjJvzIpn8 Scale = 1:52.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-0 14-11-0 -1-0-0 1-0-0 7-5-8 7-5-8 14-11-0 7-5-8 15-11-0 1-0-0 1-2-06-9-21-2-09.00 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) 0.17 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-0. (lb) - Max Horz 20=163(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 15, 14, 13 except 19=-103(LC 5) 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-(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 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 15, 14, 13 except (jt=lb) 19=103. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss GE07 Truss Type Monopitch Supported Gable Qty 2 Ply 1 193 Village of west clay Job Reference (optional) I33259588 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-TH1PIDuKnqhW9rY5ilmsuFtyhMrI2Jlb1LMGrLzIpn7 Scale: 1"=1' 1 2 3 5 4 3x8 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-04.00 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) 0.09 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/2-0-0, 4=47/2-0-0 Max Horz 5=40(LC 5) Max Uplift5=-49(LC 4), 4=-8(LC 5) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J01 Truss Type Jack-Open Qty 21 Ply 1 193 Village of west clay Job Reference (optional) I33259589 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-TH1PIDuKnqhW9rY5ilmsuFtwtMp32Jxb1LMGrLzIpn7 Scale = 1:36.4 1 2 5 4 3 2x4 5x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,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) 0.21 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=230/0-3-8, 3=105/Mechanical, 4=39/Mechanical Max Horz 5=184(LC 6) Max Uplift3=-83(LC 6), 4=-29(LC 6) Max Grav 5=230(LC 1), 3=105(LC 1), 4=78(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J02 Truss Type Jack-Open Girder Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259590 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-xUbnWZvyY8pNn?7HFTH5QTP?9l1Lnm?kF?6qOnzIpn6 Scale = 1:39.3 1 4 2 5 6 3 3x12 5-10-8 5-10-8 5-10-8 5-10-8 1-2-05-6-140-5-85-1-65-6-149.00 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 0.67 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.10 (loc) 3-4 3-4 2 l/defl >839 >329 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=770/0-3-8, 2=164/Mechanical, 3=647/Mechanical Max Horz 4=145(LC 5) Max Uplift2=-97(LC 5), 3=-26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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; cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 562 lb down and 32 lb up at 2-0-12, and 562 lb down and 32 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-562 6=-562 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J03 Truss Type Jack-Open Qty 3 Ply 1 193 Village of west clay Job Reference (optional) I33259591 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-xUbnWZvyY8pNn?7HFTH5QTP?al7ynm?kF?6qOnzIpn6 Scale = 1:39.3 1 2 5 3 4 3x6 3x4 5-10-8 5-10-8 -1-0-0 1-0-0 5-10-8 5-10-8 1-2-05-6-140-5-85-1-65-6-149.00 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) 0.60 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.08 (loc) 4-5 4-5 3 l/defl >932 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=302/0-3-8, 3=153/Mechanical, 4=67/Mechanical Max Horz 5=183(LC 6) Max Uplift3=-99(LC 6) Max Grav 5=302(LC 1), 3=153(LC 1), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-256/54 NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J04 Truss Type Jack-Open Girder Qty 2 Ply 1 193 Village of west clay Job Reference (optional) I33259592 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-xUbnWZvyY8pNn?7HFTH5QTP0rlyjnm?kF?6qOnzIpn6 Scale = 1:36.4 1 4 2 5 3 3x6 2x4 4-0-0 4-0-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 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 0.96 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.12 (loc) 3-4 3-4 2 l/defl >707 >275 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-3-0 oc bracing. REACTIONS.(lb/size) 4=492/0-3-8, 2=127/Mechanical, 3=380/Mechanical Max Horz 4=137(LC 5) Max Uplift2=-100(LC 11) 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; cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=100. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 693 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-693(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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J05 Truss Type Jack-Open Qty 4 Ply 1 193 Village of west clay Job Reference (optional) I33259593 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Pg99jvwbJRxEP9iTpAoKzgyG19VoWDFtUfrNwEzIpn5 Scale = 1:19.7 1 2 5 3 4 2x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-2-02-8-02-2-82-8-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=94(LC 6) Max Uplift3=-37(LC 6), 4=-10(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J06 Truss Type Jack-Open Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259594 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Pg99jvwbJRxEP9iTpAoKzgyGq9VyWDFtUfrNwEzIpn5 Scale = 1:19.4 1 2 5 3 4 2x4 3x4 2-10-11 2-9-15 -1-3-8 1-3-8 2-10-11 2-10-11 1-1-32-7-106.36 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) 0.18 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=216/0-4-15, 3=60/Mechanical, 4=24/Mechanical Max Horz 5=90(LC 6) Max Uplift5=-32(LC 6), 3=-34(LC 6) Max Grav 5=216(LC 1), 3=60(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J07 Truss Type Jack-Open Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259595 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Pg99jvwbJRxEP9iTpAoKzgyGo9U_WDFtUfrNwEzIpn5 Scale = 1:15.7 1 2 5 3 4 3x8 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 0-9-02-0-81-8-52-0-84.00 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) 0.18 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-8, 3=98/Mechanical, 4=40/Mechanical Max Horz 5=62(LC 6) Max Uplift5=-40(LC 4), 3=-36(LC 6) Max Grav 5=224(LC 1), 3=98(LC 1), 4=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss J08 Truss Type Jack-Open Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259596 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-tsiYxEwD4l350JHgNuJZVuVQLZq4FgV1jJbxSgzIpn4 Scale: 3/4"=1' 1 2 5 3 4 3x8 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-02-1-01-8-132-1-04.00 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) 0.20 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=229/0-3-8, 3=102/Mechanical, 4=42/Mechanical Max Horz 5=63(LC 6) Max Uplift5=-40(LC 4), 3=-37(LC 6) Max Grav 5=229(LC 1), 3=102(LC 1), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss M01 Truss Type Monopitch Qty 2 Ply 1 193 Village of west clay Job Reference (optional) I33259597 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-tsiYxEwD4l350JHgNuJZVuVSpZs1FgB1jJbxSgzIpn4 Scale = 1:20.3 1 2 3 5 4 2x4 3x4 2x4 3x6 1-4-0 1-4-0 -1-0-0 1-0-0 1-4-0 1-4-0 1-5-02-9-012.00 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) 0.10 0.01 0.02 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=7/Mechanical, 5=148/0-3-8 Max Horz 5=78(LC 5) Max Uplift4=-74(LC 5), 5=-42(LC 4) Max Grav 4=70(LC 4), 5=148(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss M03 Truss Type Monopitch Qty 4 Ply 1 193 Village of west clay Job Reference (optional) I33259598 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-tsiYxEwD4l350JHgNuJZVuVLNZnvFgz1jJbxSgzIpn4 Scale = 1:20.9 1 2 3 5 4 2x4 3x8 2x4 6-4-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 0-8-82-6-110-3-83.50 12 Plate Offsets (X,Y)-- [4:0-1-13,0-0-9], [5:0-4-2,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.34 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.18 0.00 (loc) 4-5 4-5 l/defl >999 >403 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=319/0-3-8, 4=237/0-1-8 Max Horz 5=76(LC 6) Max Uplift5=-48(LC 4), 4=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/153 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) 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) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss M05 Truss Type Monopitch Qty 5 Ply 1 193 Village of west clay Job Reference (optional) I33259599 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-tsiYxEwD4l350JHgNuJZVuVSxZs?FgV1jJbxSgzIpn4 Scale: 1"=1' 1 2 3 5 4 2x4 2x4 3x8 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-04.00 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) 0.09 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=47/Mechanical, 5=161/0-3-8 Max Horz 5=40(LC 5) Max Uplift4=-8(LC 5), 5=-49(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 193 Village of west clay Job Reference (optional) I33259600 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-L3Gw8axrr3ByeSssxbqo251Ylz3R_6lAxzKU?6zIpn3 Scale = 1:20.9 1 2 3 4 5 6 2x4 2x4 3x4 3x8 6-4-0 6-4-0 6-4-0 6-4-0 0-8-82-6-113.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3] 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) 0.41 0.58 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.00 (loc) 1-3 1-3 3 l/defl >988 >384 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=1315/Mechanical, 1=1459/0-3-8 Max Horz 1=71(LC 4) Max Uplift3=-82(LC 5), 1=-78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Ply to ply nailing inadequate 2) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 3) 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. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 765 lb down and 39 lb up at 0-11-12, and 763 lb down and 40 lb up at 2-11-12, and 763 lb down and 40 lb up at 4-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 1-3=-20 Concentrated Loads (lb) Vert: 4=-765(F) 5=-763(F) 6=-763(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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T01 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259601 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-L3Gw8axrr3ByeSssxbqo251QCz5j_0RAxzKU?6zIpn3 Scale = 1:60.8 1 2 3 4 5 9 8 7 6 3x6 4x6 3x6 3x6 3x8 3x4 3x4 5x8 5x8 9-0-4 9-0-4 18-0-8 9-0-4 4-7-6 4-7-6 9-0-4 4-4-14 13-5-2 4-4-14 18-0-8 4-7-6 1-2-07-11-31-2-09.00 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) 0.96 0.50 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 6-7 6-7 6 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=710/0-3-8, 9=710/0-3-8 Max Horz 9=-187(LC 4) Max Uplift6=-25(LC 7), 9=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/54, 2-3=-636/121, 3-4=-636/121, 4-5=-381/54, 1-9=-312/57, 5-6=-312/57 BOT CHORD 8-9=-50/558, 7-8=-50/558, 6-7=0/558 WEBS 3-7=-49/431, 2-9=-445/63, 4-6=-445/63 NOTES-(5-6) 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) 6, 9. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T02 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259602 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-qFqILwyTcMJpGcR2UIM2bJagxNTJjVrKAd41XZzIpn2 Scale = 1:51.8 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x4 3x4 3x4 4x6 3x4 4x6 7-5-8 7-5-8 14-11-0 7-5-8 -1-0-0 1-0-0 3-10-0 3-10-0 7-5-8 3-7-8 11-1-0 3-7-8 14-11-0 3-10-0 15-11-0 1-0-0 1-2-06-9-21-2-09.00 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) 0.64 0.34 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=654/0-3-8, 8=654/0-3-8 Max Horz 10=163(LC 5) Max Uplift10=-56(LC 6), 8=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/60, 3-4=-503/107, 4-5=-503/107, 5-6=-255/60, 2-10=-286/97, 6-8=-286/97 BOT CHORD 9-10=-38/426, 8-9=0/426 WEBS 4-9=-45/337, 3-10=-413/39, 5-8=-413/38 NOTES-(5-6) 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) 10, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T03 Truss Type Common Qty 3 Ply 1 193 Village of west clay Job Reference (optional) I33259603 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-qFqILwyTcMJpGcR2UIM2bJagwNTJjVpKAd41XZzIpn2 Scale = 1:51.8 1 2 3 4 5 6 9 8 7 3x4 4x6 3x8 3x4 3x4 4x6 3x4 4x6 7-5-8 7-5-8 14-11-0 7-5-8 3-10-0 3-10-0 7-5-8 3-7-8 11-1-0 3-7-8 14-11-0 3-10-0 15-11-0 1-0-0 1-2-06-9-21-2-09.00 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) 0.64 0.34 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 7-8 7-8 7 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=582/0-3-8, 7=656/0-3-8 Max Horz 9=-173(LC 4) Max Uplift9=-20(LC 6), 7=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/53, 2-3=-507/107, 3-4=-507/107, 4-5=-255/60, 5-7=-287/97 BOT CHORD 8-9=-38/435, 7-8=0/428 WEBS 3-8=-45/339, 2-9=-383/45, 4-7=-417/38 NOTES-(5-6) 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) 9, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T04 Truss Type Common Qty 4 Ply 1 193 Village of west clay Job Reference (optional) I33259604 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-IROgZGz5NgRgum0F20tH7W7qjmkoSyWTPHpb3?zIpn1 Scale = 1:39.8 1 2 3 4 5 6 7 11 10 9 8 12 4x8 8x8 3x8 3x8 2x4 2x4 8x8 11-1-8 11-1-8 22-3-0 11-1-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-7-0 5-5-8 22-3-0 5-8-0 23-3-0 1-0-0 0-9-04-5-80-9-04.00 12 Plate Offsets (X,Y)-- [8:Edge,0-7-4] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.65 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.05 (loc) 8-9 8-9 8 l/defl >999 >675 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=944/0-3-8, 8=944/0-3-8 Max Horz 11=45(LC 6) Max Uplift11=-87(LC 6), 8=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1599/254, 3-4=-1286/174, 4-5=-1286/174, 5-6=-1599/254, 2-11=-810/220, 6-8=-810/220 BOT CHORD 10-11=-154/1441, 9-10=-154/1441, 8-9=-154/1441 WEBS 4-9=0/485, 5-9=-338/135, 3-9=-338/134 NOTES-(5-6) 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) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T05 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259605 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-IROgZGz5NgRgum0F20tH7W7vampyS0kTPHpb3?zIpn1 Scale = 1:33.6 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 4-0-0 4-0-0 5-10-8 1-10-8 -1-0-0 1-0-0 4-0-0 4-0-0 5-10-8 1-10-8 1-2-04-2-00-3-83-10-84-2-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.38 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.16 0.17 (loc) 6-7 6-7 4 l/defl >765 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=104/Mechanical, 7=302/0-3-8, 5=116/Mechanical Max Horz 7=142(LC 6) Max Uplift4=-16(LC 5), 7=-13(LC 6), 5=-31(LC 6) 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) 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) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T06 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259606 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-IROgZGz5NgRgum0F20tH7W7xfmlZS0kTPHpb3?zIpn1 Scale = 1:22.3 1 2 3 4 7 6 5 4x6 3x4 2x4 2x4 2x4 3x6 2-0-0 2-0-0 5-10-8 3-10-8 -1-0-0 1-0-0 2-0-0 2-0-0 5-10-8 3-10-8 1-2-02-8-00-3-82-4-82-8-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [4:Edge,0-2-8] 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) 0.25 0.60 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 -0.13 (loc) 5-6 5-6 4 l/defl >885 >303 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=105/Mechanical, 7=301/0-3-8, 4=113/Mechanical Max Horz 7=82(LC 5) Max Uplift7=-37(LC 6), 4=-46(LC 4) Max Grav 5=129(LC 2), 7=301(LC 1), 4=113(LC 1) 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 7, 4. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T07 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259607 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-mey2mczj8_ZXVwbRcjOWgkf4kAANBPqdexZ8bRzIpn0 Scale: 3/16"=1' 1 2 3 4 5 11 10 9 8 7 6 2x4 3x6 5x6 4x6 5x6 2x4 3x4 3x6 3x8 3x6 3x6 3-0-0 3-0-0 9-0-4 6-0-4 15-0-8 6-0-4 18-0-8 3-0-0 3-0-0 3-0-0 9-0-4 6-0-4 15-0-8 6-0-4 18-0-8 3-0-0 3-5-07-11-33-5-09.00 12 Plate Offsets (X,Y)-- [7:0-2-8,0-1-8], [10:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.31 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.02 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=713/Mechanical, 6=713/Mechanical Max Horz 11=211(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-692/67, 1-2=-586/93, 2-3=-668/119, 3-4=-668/119, 4-5=-587/93, 5-6=-692/67 BOT CHORD 9-10=-95/604, 8-9=-95/604, 7-8=-12/604 WEBS 1-10=-77/868, 2-10=-559/111, 3-8=-3/377, 4-7=-559/111, 5-7=-77/868 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T08 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259608 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-mey2mczj8_ZXVwbRcjOWgkf8qABVBTodexZ8bRzIpn0 Scale = 1:28.3 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 2-8-4 2-8-4 3-11-0 1-2-12 4-0-0 0-1-0 -1-0-0 1-0-0 2-8-4 2-8-4 3-11-0 1-2-12 4-0-0 0-1-0 1-5-04-1-40-3-84-1-412.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.05 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=35/Mechanical, 7=230/0-3-8, 5=102/Mechanical Max Horz 7=148(LC 6) Max Uplift4=-14(LC 4), 5=-56(LC 6) 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) 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) 4, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T09 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259609 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-EqWR_y_LvHhO74AdARvlCxCJaaWCwwwmsbIh8tzIpn? Scale = 1:28.7 1 2 3 4 8 7 6 5 4x6 5x6 2x4 3x4 3x4 3x6 1-2-4 1-2-4 1-11-0 0-8-12 4-0-0 2-1-0 -1-0-0 1-0-0 1-2-4 1-2-4 1-11-0 0-8-12 4-0-0 2-1-0 1-5-02-7-44-2-03-8-84-2-02-7-412.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0], [4:0-3-0,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) 0.10 0.20 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 -0.09 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=61/Mechanical, 8=232/0-3-8, 6=81/Mechanical Max Horz 8=148(LC 6) Max Uplift5=-36(LC 6), 6=-34(LC 6) Max Grav 5=61(LC 1), 8=232(LC 1), 6=91(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-286/0 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) -1-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T10 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259610 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-EqWR_y_LvHhO74AdARvlCxC7baKkwiMmsbIh8tzIpn? Scale = 1:69.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x6 5x6 5x6 5x8 3x6 5x12 4x8 3x6 5x6 4x8 3x4 3x4 3x4 3x8 3x6 2x4 4x8 3x6 6-0-0 6-0-0 8-4-0 2-4-0 19-5-8 11-1-8 30-7-0 11-1-8 34-7-12 4-0-12 38-11-0 4-3-4 6-0-0 6-0-0 8-4-0 2-4-0 15-9-0 7-5-0 23-2-0 7-5-0 30-7-0 7-5-0 34-7-12 4-0-12 38-11-0 4-3-4 5-8-07-5-01-2-07-5-09.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0], [7:0-8-8,0-1-12], [10:Edge,0-2-0], [17:0-2-8,0-2-8] 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) 0.87 1.00 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.66 0.08 (loc) 14-16 14-16 10 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-16,6-12: 2x4 SPF No.2, 9-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 1-2, 3-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 1-18, 4-16, 6-12 REACTIONS.(lb/size) 18=1540/Mechanical, 10=1540/Mechanical Max Horz 18=-230(LC 4) Max Uplift18=-170(LC 4), 10=-88(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1472/192, 1-2=-1429/197, 2-3=-1827/239, 3-4=-1462/219, 4-5=-2092/263, 5-6=-2092/263, 6-7=-1450/221, 7-8=-1804/227, 8-9=-1750/187, 9-10=-1249/145 BOT CHORD 16-17=-210/1453, 15-16=-284/2037, 14-15=-284/2037, 13-14=-249/2028, 12-13=-249/2028, 11-12=-63/1252, 10-11=-63/1252 WEBS 1-17=-192/1910, 2-17=-1287/171, 3-16=-39/757, 4-16=-853/200, 4-14=0/254, 6-14=0/268, 6-12=-863/218, 7-12=-14/646, 8-12=-111/342, 8-11=-279/35 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) 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) 10 except (jt=lb) 18=170. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T11 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259611 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-i04pBI?_gbpFlEkqj8Q_l9kKY_offHXv5F2FgKzIpn_ Scale = 1:119.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x6 3x6 3x6 3x6 3x6 3x6 3x8 3x6 3x4 3x6 3x6 5x8 3x6 6x6 3x6 8-4-0 8-4-0 16-5-8 8-1-8 22-10-8 6-5-0 29-3-8 6-5-0 35-11-0 6-7-8 8-4-0 8-4-0 16-5-8 8-1-8 22-10-8 6-5-0 29-3-8 6-5-0 35-11-0 6-7-8 3-5-015-9-21-2-09.00 12 Plate Offsets (X,Y)-- [10:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.51 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.26 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-11-9 oc bracing. WEBS 1 Row at midpt 3-15, 3-13, 4-13, 5-13, 7-11 REACTIONS.(lb/size) 16=1425/0-5-8, 9=1425/0-3-8 Max Horz 16=-396(LC 4) Max Uplift16=-44(LC 6), 9=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1405/143, 2-3=-1140/175, 3-4=-1203/276, 4-5=-1157/284, 5-6=-1409/226, 6-7=-1526/184, 7-8=-1798/158, 1-16=-1341/136, 8-9=-1352/128 BOT CHORD 15-16=-344/410, 14-15=-65/1012, 13-14=-65/1012, 12-13=0/1127, 11-12=0/1127, 10-11=-16/1345, 9-10=-71/334 WEBS 3-13=-328/195, 4-13=-179/820, 5-13=-586/203, 5-11=-20/394, 7-11=-308/140, 1-15=0/956, 8-10=0/1021 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) The Fabrication Tolerance at joint 1 = 0%, joint 8 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T12 Truss Type Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259612 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-i04pBI?_gbpFlEkqj8Q_l9kJz_jXfGCv5F2FgKzIpn_ Scale = 1:122.3 1 2 3 4 56 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 3x4 3x4 3x6 3x4 3x6 3x6 3x4 4x6 3x6 5x8 5x8 3x8 3x6 10-10-3 10-10-3 16-2-0 5-3-13 16-9-0 0-7-0 26-2-12 9-5-12 35-11-0 9-8-4 5-6-5 5-6-5 10-10-3 5-3-13 16-2-0 5-3-13 16-9-0 0-7-0 23-0-13 6-3-13 29-4-11 6-3-13 35-11-0 6-6-5 36-11-0 1-0-0 3-5-015-6-81-2-015-6-89.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-2], [6:0-3-0,0-2-2] 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) 0.83 0.77 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.69 0.08 (loc) 18-19 18-19 12 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-15, 3-19, 9-12, 6-15, 5-16 REACTIONS.(lb/size) 19=1424/0-5-8, 12=1495/0-3-8 Max Horz 19=-404(LC 4) Max Uplift19=-44(LC 6), 12=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1315/225, 4-5=-1141/297, 5-6=-845/278, 6-7=-1182/285, 7-8=-1538/245, 8-9=-1650/203, 9-10=-574/142, 10-12=-538/164 BOT CHORD 18-19=-121/898, 17-18=-18/972, 16-17=-18/972, 15-16=0/845, 14-15=0/1124, 13-14=0/1124, 12-13=0/1320 WEBS 4-16=-380/180, 7-15=-564/220, 7-13=-53/432, 3-19=-1340/75, 9-12=-1286/38, 6-15=-29/666, 5-16=-183/290 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T13 Truss Type Common Qty 6 Ply 1 193 Village of west clay Job Reference (optional) I33259613 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-ADeBPe0cRvx6MNJ0HsxDHMHU0O5iOha3KvnoBmzIpmz Scale = 1:111.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x8 5x8 4x8 4x6 3x8 3x4 2x4 3x4 2x4 5x8 4x6 5x8 3x8 12-0-8 12-0-8 23-10-8 11-10-0 35-11-0 12-0-8 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 1-2-014-7-101-2-09.00 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) 0.81 0.65 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.69 0.06 (loc) 10-13 10-13 9 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-10,3-13: 2x3 SPF No.2, 1-14,7-9: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 4-13 REACTIONS.(lb/size) 14=1411/Mechanical, 9=1492/0-3-8 Max Horz 14=-356(LC 4) Max Uplift14=-53(LC 6), 9=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1775/151, 2-3=-1572/184, 3-4=-1549/312, 4-5=-1545/312, 5-6=-1566/184, 6-7=-1772/151, 1-14=-1281/162, 7-9=-1361/204 BOT CHORD 13-14=-72/1258, 12-13=0/902, 11-12=0/902, 10-11=0/902, 9-10=0/1253 WEBS 4-10=-135/629, 5-10=-385/284, 4-13=-136/637, 3-13=-391/285 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) 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) 14, 9. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T14 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259614 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-ADeBPe0cRvx6MNJ0HsxDHMHRFO13OmW3KvnoBmzIpmz Scale = 1:116.7 1 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 3x6 8x8 3x6 4x8 3x6 3x8 3x6 2x4 3x6 2x4 4x8 4x8 4x8 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 -1-0-0 1-0-0 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 1-2-014-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [5:Edge,0-3-8], [8:0-1-8,0-2-0], [10: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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.95 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.63 0.07 (loc) 13-15 13-15 10 l/defl >999 >677 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 6-11,4-15: 2x3 SPF No.2, 2-16,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-13, 4-13 REACTIONS.(lb/size) 16=1491/0-3-8, 10=1491/0-3-8 Max Horz 16=347(LC 5) Max Uplift16=-94(LC 6), 10=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1744/139, 3-4=-1459/172, 4-5=-1290/253, 5-6=-1290/253, 6-7=-1459/172, 7-8=-1744/139, 2-16=-1331/197, 8-10=-1331/197 BOT CHORD 15-16=-60/1240, 14-15=-60/1240, 13-14=-60/1240, 12-13=0/1240, 11-12=0/1240, 10-11=0/1240 WEBS 5-13=-114/822, 6-13=-481/212, 6-11=0/280, 4-13=-481/212, 4-15=0/280 NOTES-(5-6) 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) 16, 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T15 Truss Type Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259615 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-ePBZcz0EBC3z_XuCrZSSqaqd5nNu7EKCZZXMjCzIpmy Scale = 1:98.4 12 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 3x6 6x10 6x10 3x6 4x8 3x6 3x6 2x4 3x4 3x8 3x6 2x4 4x8 4x8 4x8 3x6 8-1-9 8-1-9 16-0-11 7-11-1 19-10-5 3-9-11 27-9-7 7-11-1 35-11-0 8-1-9 -1-0-0 1-0-0 8-1-9 8-1-9 16-0-11 7-11-1 19-10-5 3-9-11 27-9-7 7-11-1 35-11-0 8-1-9 36-11-0 1-0-0 1-2-013-2-81-2-013-2-89.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [5:0-6-8,0-1-12], [6:0-6-8,0-1-12], [9:0-1-8,0-2-0], [11: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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.91 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.62 0.06 (loc) 15-17 15-17 11 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,8-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,7-12: 2x3 SPF No.2, 2-18,9-11: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-15, 5-14, 6-14, 7-14 REACTIONS.(lb/size) 18=1491/0-3-8, 11=1491/0-3-8 Max Horz 18=-315(LC 4) Max Uplift18=-89(LC 6), 11=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1745/143, 3-4=-1491/173, 4-5=-1361/251, 5-6=-982/260, 6-7=-1362/251, 7-8=-1491/173, 8-9=-1745/143, 2-18=-1318/191, 9-11=-1318/191 BOT CHORD 17-18=-75/1251, 16-17=-75/1251, 15-16=-75/1251, 14-15=0/981, 13-14=0/1251, 12-13=0/1251, 11-12=0/1251 WEBS 4-15=-387/189, 5-15=-50/420, 6-14=-54/422, 7-14=-385/189 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T16 Truss Type Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259616 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-ePBZcz0EBC3z_XuCrZSSqaqdanMr7FACZZXMjCzIpmy Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x6 4x8 3x6 3x6 2x4 3x8 3x4 3x8 3x6 2x4 4x8 4x8 4x8 3x6 6-9-9 6-9-9 13-4-11 6-7-1 22-6-5 9-1-11 29-1-7 6-7-1 35-11-0 6-9-9 6-9-9 6-9-9 13-4-11 6-7-1 17-11-8 4-6-13 22-6-5 4-6-13 29-1-7 6-7-1 35-11-0 6-9-9 36-11-0 1-0-0 1-2-011-2-81-2-011-2-89.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [6:0-4-8,0-1-12], [8:0-0-0,0-0-0], [9:0-1-8,0-2-0], [11: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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.98 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.49 0.06 (loc) 12-13 12-13 11 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-17,7-12: 2x3 SPF No.2, 1-18,9-11: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 4-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-16, 5-16, 5-13, 7-13 REACTIONS.(lb/size) 18=1411/0-3-8, 11=1492/0-3-8 Max Horz 18=-280(LC 4) Max Uplift18=-40(LC 6), 11=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1728/152, 2-3=-1517/177, 3-4=-1478/240, 4-5=-1104/243, 5-6=-1103/243, 6-7=-1477/240, 7-8=-1591/176, 8-9=-1720/152, 1-18=-1217/145, 9-11=-1293/187 BOT CHORD 17-18=-129/1247, 16-17=-129/1247, 15-16=-50/1138, 14-15=-50/1138, 13-14=-50/1138, 12-13=0/1239, 11-12=0/1239 WEBS 4-16=-11/465, 6-13=-11/464 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T17 Truss Type Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259617 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-6blxpJ1syWBpchTOPG_hNnMpBBiEsfRMnDGvGfzIpmx Scale = 1:78.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 4x8 6x10 6x10 4x8 3x6 3x6 2x4 3x4 3x8 2x4 3x4 3x6 2x4 4x8 4x8 3x6 5-5-9 5-5-9 10-8-11 5-3-1 17-11-8 7-2-13 25-2-5 7-2-13 30-5-7 5-3-1 35-11-0 5-5-9 5-5-9 5-5-9 10-8-11 5-3-1 17-11-8 7-2-13 25-2-5 7-2-13 30-5-7 5-3-1 35-11-0 5-5-9 36-11-0 1-0-0 1-2-09-2-81-2-09-2-89.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [5:0-6-8,0-1-12], [7:0-1-8,0-2-0], [9: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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.97 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.06 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-16,2-15,6-11,6-10: 2x3 SPF No.2, 1-17,7-9: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 3-5. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-13 REACTIONS.(lb/size) 17=1411/0-3-8, 9=1492/0-3-8 Max Horz 17=-233(LC 4) Max Uplift17=-29(LC 6), 9=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1680/174, 2-3=-1549/233, 3-4=-1431/251, 4-5=-1431/251, 5-6=-1546/233, 6-7=-1670/173, 1-17=-1189/138, 7-9=-1264/180 BOT CHORD 16-17=-164/1208, 15-16=-164/1208, 14-15=-131/1208, 13-14=-131/1208, 12-13=-27/1206, 11-12=-27/1206, 10-11=0/1198, 9-10=0/1198 WEBS 3-15=-9/307, 3-13=-150/445, 4-13=-440/194, 5-13=-150/448, 5-11=-9/305 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T18 Truss Type Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259618 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-6blxpJ1syWBpchTOPG_hNnMntBiusfLMnDGvGfzIpmx Scale = 1:69.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 5x6 3x6 5x6 4x8 3x6 3x6 3x4 3x4 3x4 3x6 4x8 4x8 4x8 3x6 8-0-11 8-0-11 17-11-8 9-10-13 27-10-5 9-10-13 35-11-0 8-0-11 -1-0-0 1-0-0 8-0-11 8-0-11 14-7-14 6-7-4 21-3-2 6-7-4 27-10-5 6-7-4 35-11-0 8-0-11 36-11-0 1-0-0 1-2-07-2-81-2-07-2-89.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [3:0-4-0,0-2-0], [7:0-4-0,0-2-0], [8:0-1-8,0-2-0], [10:Edge,0-2-0], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.99 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.77 0.09 (loc) 13-15 13-15 10 l/defl >999 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-5,5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,6-11: 2x4 SPF No.2, 2-16,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-12 max.): 3-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS.(lb/size) 16=1491/0-3-8, 10=1491/0-3-8 Max Horz 16=-175(LC 4) Max Uplift16=-65(LC 5), 10=-65(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1747/194, 3-4=-1252/217, 4-5=-1815/239, 5-6=-1815/239, 6-7=-1252/217, 7-8=-1746/194, 2-16=-1332/209, 8-10=-1332/209 BOT CHORD 15-16=-177/1242, 14-15=-234/1756, 13-14=-234/1756, 12-13=-205/1756, 11-12=-205/1756, 10-11=-51/1242 WEBS 3-15=-30/656, 4-15=-811/223, 6-11=-811/223, 7-11=-30/656 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T19 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259619 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-boJJ1f2UjqJgDr2by_Vwv?v_Cb8hb4_V0t0So5zIpmw Scale = 1:80.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 6x8 5x6 6x10 3x6 5x8 6x16 2x4 3x6 6x6 4x6 4x8 2x4 3x8 3x8 2x4 5x6 3x6 2-0-0 2-0-0 8-0-0 6-0-0 11-0-0 3-0-0 19-5-8 8-5-8 27-11-0 8-5-8 38-11-0 11-0-0 2-0-0 2-0-0 8-0-0 6-0-0 11-0-0 3-0-0 19-5-8 8-5-8 27-11-0 8-5-8 33-3-12 5-4-12 38-11-0 5-7-4 5-8-07-2-09-5-01-2-09-5-09.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [2:0-4-4,0-1-8], [4:0-6-8,0-1-12], [7:0-6-0,0-2-0], [9:0-8-1,Edge], [16:0-2-8,0-2-0], [17:0-2-8,0-3-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.63 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 0.08 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x6 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-17,3-16,3-15,8-11,1-17: 2x3 SPF No.2, 1-18: 2x4 SPF-S Stud 9-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 2-3, 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-16, 5-15, 5-11, 1-18 REACTIONS.(lb/size) 18=1539/Mechanical, 10=1539/Mechanical Max Horz 18=-278(LC 4) Max Uplift18=-85(LC 4), 10=-32(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-538/142, 2-3=-1401/214, 3-4=-1704/265, 4-5=-1361/246, 5-6=-1365/243, 6-7=-1371/243, 7-8=-1732/238, 8-9=-1940/223, 1-18=-1518/159, 9-10=-1408/186 BOT CHORD 16-17=-150/425, 15-16=-171/1417, 14-15=-161/1675, 13-14=-161/1675, 12-13=-161/1675, 11-12=-161/1675, 10-11=-70/1369 WEBS 2-17=-1122/214, 2-16=-133/1496, 3-16=-1060/144, 4-15=-37/617, 5-15=-551/130, 5-13=0/332, 5-11=-545/165, 7-11=0/594, 1-17=-136/1275 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) 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) 18, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T20 Truss Type Half Hip Qty 2 Ply 1 193 Village of west clay Job Reference (optional) I33259620 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-boJJ1f2UjqJgDr2by_Vwv?v8fbFHbBVV0t0So5zIpmw Scale = 1:28.7 1 2 3 4 6 5 5x6 2x4 4x8 2x4 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 2-9-0 2-9-0 4-0-0 1-3-0 1-5-04-0-24-2-04-0-212.00 12 Plate Offsets (X,Y)-- [3:0-4-2,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) 0.21 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 6=229/0-3-8 Max Horz 6=125(LC 5) Max Uplift5=-58(LC 5), 6=-18(LC 6) 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) 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) 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T21 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259621 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-3_tiE?36U7RXr?dnWh09SCSF??aBKeGeFXl0KXzIpmv Scale = 1:53.9 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 5x8 5x8 5-5-4 5-5-4 10-10-8 5-5-4 -1-0-0 1-0-0 5-5-4 5-5-4 10-10-8 5-5-4 11-10-8 1-0-0 1-5-06-10-41-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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) 0.49 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=492/0-3-8, 6=492/0-3-8 Max Horz 8=-168(LC 4) Max Uplift8=-41(LC 6), 6=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/90, 3-4=-385/90, 2-8=-438/106, 4-6=-438/106 NOTES-(5-6) 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) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T22 Truss Type Common Qty 2 Ply 1 193 Village of west clay Job Reference (optional) I33259622 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-3_tiE?36U7RXr?dnWh09SCSHQ?a7KcHeFXl0KXzIpmv Scale = 1:53.9 1 2 3 4 5 6 7 11 10 9 8 4x6 2x4 3x8 3x4 3x6 3x4 2x4 3x6 3x6 5-5-4 5-5-4 9-3-0 3-9-12 10-10-8 1-7-8 -1-0-0 1-0-0 2-9-14 2-9-14 5-5-4 2-7-6 8-0-10 2-7-6 10-10-8 2-9-14 11-10-8 1-0-0 1-5-06-10-41-5-012.00 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) 0.33 0.17 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=579/0-3-8, 11=406/0-3-8 Max Horz 11=-168(LC 4) Max Uplift9=-78(LC 7), 11=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-9=-462/72 NOTES-(5-6) 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) 9, 11. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T23 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259623 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-3_tiE?36U7RXr?dnWh09SCSFO?WuKYreFXl0KXzIpmv Scale = 1:56.1 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 3x4 3x6 7-2-4 7-2-4 7-4-0 0-1-12 8-11-8 1-7-8 3-6-4 3-6-4 8-11-8 5-5-4 9-11-8 1-0-0 3-4-06-10-41-5-012.00 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) 0.46 0.44 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.00 (loc) 6-7 6-7 6 l/defl >999 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=511/0-3-8, 7=252/Mechanical Max Horz 7=-205(LC 4) Max Uplift6=-69(LC 7), 7=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-298/96 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) 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) 6, 7. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T24 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259624 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-XAR4SL4kFRZOT9Cz4PXO_Q_UJPxH35coTBVZszzIpmu Scale = 1:56.2 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 3-6-4 3-6-4 7-0-8 3-6-4 3-6-4 3-6-4 7-0-8 3-6-4 3-4-06-10-43-4-012.00 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) 0.20 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=270/Mechanical, 4=270/Mechanical Max Horz 6=185(LC 5) Max Uplift6=-22(LC 7), 4=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) 6, 4. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T25 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259625 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-XAR4SL4kFRZOT9Cz4PXO_Q_K0Pq23?QoTBVZszzIpmu Scale = 1:92.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 4x6 8x8 5x6 5x6 5x8 3x6 2x4 4x8 4x6 4x6 4x8 3x4 4x8 3x6 2x4 5x8 4x6 4x8 4-0-0 4-0-0 10-0-0 6-0-0 13-8-0 3-8-0 25-3-0 11-7-0 31-11-12 6-8-12 38-11-0 6-11-4 4-0-0 4-0-0 10-0-0 6-0-0 13-8-0 3-8-0 19-5-8 5-9-8 25-3-0 5-9-8 31-11-12 6-8-12 38-11-0 6-11-4 5-8-08-8-011-5-01-2-011-5-09.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-8,0-1-12], [4:0-4-0,0-2-0], [6:0-4-8,0-1-12], [10:Edge,0-2-8] 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) 0.85 0.58 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.33 0.04 (loc) 12-15 12-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 13-14: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 7-11,1-17: 2x3 SPF No.2, 1-18: 2x4 SPF-S Stud 9-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-3 max.): 2-3, 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-16, 3-15, 5-15, 5-12, 7-12, 1-18 REACTIONS.(lb/size) 18=1539/Mechanical, 10=1539/Mechanical Max Horz 18=-320(LC 4) Max Uplift18=-47(LC 6), 10=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-908/175, 2-3=-1357/229, 3-4=-1617/277, 4-5=-1253/253, 5-6=-1264/256, 6-7=-1690/254, 7-8=-1667/197, 8-9=-1882/172, 1-18=-1503/159, 9-10=-1274/159 BOT CHORD 17-18=-207/283, 16-17=-152/672, 15-16=-125/1373, 14-15=-88/1343, 13-14=-88/1343, 12-13=-88/1343, 11-12=-44/1396, 10-11=-44/1396 WEBS 2-17=-791/141, 2-16=-103/1185, 3-16=-928/116, 3-15=-319/152, 4-15=-68/646, 5-15=-309/152, 5-12=-305/201, 6-12=-17/576, 1-17=-75/1129 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) 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) 18, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T26 Truss Type Common Qty 3 Ply 1 193 Village of west clay Job Reference (optional) I33259626 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-?M?Sfh4N0liF4InAe62dXdXZjoAIoPlxiqE7PQzIpmt Scale = 1:88.6 1 2 3 4 5 6 10 9 8 7 3x6 4x6 3x6 3x8 3x4 3x4 5x8 5x8 3x6 9-11-8 9-11-8 19-11-0 9-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-5-011-4-81-5-012.00 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) 0.60 0.57 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 7-8 7-8 7 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-8,1-10,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=783/Mechanical, 7=856/0-3-8 Max Horz 10=-287(LC 4) Max Uplift10=-28(LC 7), 7=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-422/120, 2-3=-632/177, 3-4=-631/177, 4-5=-405/138, 1-10=-372/108, 5-7=-417/159 BOT CHORD 9-10=-93/476, 8-9=-93/476, 7-8=0/472 WEBS 3-8=-136/488, 2-10=-402/70, 4-7=-437/60 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) 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, 7. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T27 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259627 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-?M?Sfh4N0liF4InAe62dXdXXQo4XoT1xiqE7PQzIpmt Scale = 1:105.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 5x6 8x8 5x6 5x6 6x18 MT18HS 3x6 3x4 4x8 4x6 4x6 4x8 4x6 3x6 2x4 4x8 4x8 4x8 6-0-0 6-0-0 12-0-0 6-0-0 16-4-0 4-4-0 22-7-0 6-3-0 30-7-12 8-0-12 38-11-0 8-3-4 6-0-0 6-0-0 12-0-0 6-0-0 16-4-0 4-4-0 22-7-0 6-3-0 30-7-12 8-0-12 38-11-0 8-3-4 5-8-010-2-013-5-01-2-013-5-09.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-8,0-1-12], [4:0-3-0,0-2-2], [5:1-2-8,0-1-12], [9: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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.94 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.05 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 6-10,1-16: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud, 8-9: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-8 max.): 2-3, 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 9-10. WEBS 1 Row at midpt 2-16, 3-15, 3-13, 4-13, 5-13, 5-12, 6-12, 1-17 REACTIONS.(lb/size) 17=1539/Mechanical, 9=1539/Mechanical Max Horz 17=-367(LC 4) Max Uplift17=-57(LC 6), 9=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1119/196, 2-3=-1292/239, 3-4=-1467/299, 4-5=-1119/274, 5-6=-1565/270, 6-7=-1665/194, 7-8=-1924/165, 1-17=-1478/158, 8-9=-1326/165 BOT CHORD 16-17=-258/336, 15-16=-132/810, 14-15=-60/1303, 13-14=-60/1303, 12-13=0/1142, 11-12=-24/1410, 10-11=-24/1410, 9-10=-24/1410 WEBS 2-16=-582/109, 2-15=-71/939, 3-15=-710/125, 3-13=-458/158, 4-13=-89/544, 5-12=-27/516, 6-12=-384/195, 1-16=-38/1060 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) The Fabrication Tolerance at joint 5 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T28 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259628 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-TZZqt15?n2q6iSMMBqZs4r4j6CTSXuX5xU_gxszIpms Scale: 3/32"=1' 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 5x8 6x8 5x10 MT18HS 5x8 3x6 3x4 3x6 4x6 4x6 3x4 3x6 3x6 3x4 4x6 5x8 3x8 3x6 5-1-8 5-1-8 11-1-8 6-0-0 19-0-0 7-10-8 19-11-0 0-11-0 29-3-12 9-4-12 38-11-0 9-7-4 5-1-8 5-1-8 11-1-8 6-0-0 19-0-0 7-10-8 19-11-0 0-11-0 26-2-3 6-3-3 32-5-5 6-3-3 38-11-0 6-5-11 5-8-09-6-215-5-01-2-015-5-09.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-5-12,0-1-12], [4:0-6-4,0-1-8], [5:0-5-0,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.71 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.45 0.09 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,1-17: 2x3 SPF No.2, 1-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 2-3, 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-16, 3-14, 4-14, 5-13, 6-13, 1-18, 8-10 REACTIONS.(lb/size) 18=1545/Mechanical, 10=1545/0-5-8 Max Horz 18=-416(LC 4) Max Uplift18=-63(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1032/183, 2-3=-1344/231, 3-4=-1399/282, 4-5=-1011/290, 5-6=-1372/298, 6-7=-1719/258, 7-8=-1831/216, 8-9=-626/140, 1-18=-1491/149, 9-10=-499/127 BOT CHORD 17-18=-305/387, 16-17=-142/749, 15-16=-24/1357, 14-15=-24/1357, 13-14=0/1011, 12-13=0/1276, 11-12=0/1276, 10-11=-42/1459 WEBS 2-17=-688/60, 2-16=-90/1109, 3-16=-788/159, 3-14=-565/190, 4-14=-98/434, 5-13=-150/651, 6-13=-549/218, 6-11=-51/415, 1-17=-4/1077, 8-10=-1415/50 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) 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) 18, 10. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T29 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259629 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-TZZqt15?n2q6iSMMBqZs4r4ikCTNXpe5xU_gxszIpms Scale = 1:119.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 4x6 5x8 6x8 5x6 3x6 2x4 3x6 5x6 5x8 3x6 3x8 3x6 3x4 4x6 8x14 MT18HS3x6 3-1-8 3-1-8 9-1-8 6-0-0 19-5-8 10-4-0 28-10-3 9-4-11 38-11-0 10-0-13 3-1-8 3-1-8 9-1-8 6-0-0 14-3-8 5-2-0 19-5-8 5-2-0 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 5-8-08-0-215-9-21-2-08-0-29.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-5-12,0-1-12], [8:0-2-6,0-2-1], [10:Edge,0-3-8], [16:0-2-8,0-2-8] 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) 0.71 0.71 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.73 0.09 (loc) 13-15 13-15 10 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,3-15,8-11,1-16: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-8 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 3-15, 4-13, 5-13, 6-13, 1-17, 8-10 REACTIONS.(lb/size) 17=1545/Mechanical, 10=1545/0-5-8 Max Horz 17=-424(LC 4) Max Uplift17=-64(LC 6), 10=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-763/159, 2-3=-1404/198, 3-4=-1871/340, 4-5=-1323/304, 5-6=-1356/296, 6-7=-1700/256, 7-8=-1816/214, 8-9=-663/133, 1-17=-1509/148, 9-10=-524/123 BOT CHORD 16-17=-308/388, 15-16=-195/572, 14-15=0/1198, 13-14=0/1198, 12-13=0/1266, 11-12=0/1266, 10-11=-42/1456 WEBS 2-16=-955/52, 2-15=-81/1368, 3-15=-1402/300, 4-15=-136/565, 4-13=-540/223, 5-13=-234/1129, 6-13=-554/225, 6-11=-51/412, 1-16=-36/1171, 8-10=-1371/65 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) The Fabrication Tolerance at joint 10 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T30 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259630 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-xl6C4N6dYMyzKcxYlX45c2cp8cr3GIvEA8jDTIzIpmr Scale: 3/32"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x6 6x6 3x6 3x6 4x8 3x4 3x6 3x8 2x4 6x8 2x4 4x8 3x6 3x4 3x6 3x8 3x8 3x6 7-1-8 7-1-8 11-2-13 4-1-5 19-5-8 8-2-11 24-3-4 4-9-12 32-4-11 8-1-7 38-11-0 6-6-5 7-1-8 7-1-8 11-2-13 4-1-5 15-4-3 4-1-5 19-5-8 4-1-5 24-3-4 4-9-12 29-1-0 4-9-12 33-10-12 4-9-12 38-11-0 5-0-4 6-6-215-9-21-2-06-6-29.00 12 Plate Offsets (X,Y)-- [18:0-2-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.62 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.43 0.09 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-19,2-18,2-17,9-12,9-11: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-19, 2-18, 3-15, 4-15, 5-15, 5-13, 6-13, 7-13, 9-11 REACTIONS.(lb/size) 19=1547/Mechanical, 11=1547/0-5-8 Max Horz 19=-434(LC 4) Max Uplift19=-28(LC 7), 11=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1473/166, 1-2=-1453/182, 2-3=-1764/232, 3-4=-1384/249, 4-5=-1304/316, 5-6=-1585/393, 6-7=-1591/263, 7-8=-1801/242, 8-9=-1884/210, 9-10=-469/130, 10-11=-385/107 BOT CHORD 18-19=-299/383, 17-18=-35/1473, 16-17=0/1337, 15-16=0/1337, 14-15=0/982, 13-14=0/982, 12-13=0/1373, 11-12=-42/1451 WEBS 1-18=-141/1915, 2-18=-1182/148, 2-17=-271/104, 3-17=-6/389, 3-15=-447/111, 5-15=-113/678, 5-13=-258/761, 6-13=-289/176, 7-13=-357/170, 9-11=-1589/34 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) 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) 19, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T31 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259631 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-PxgbHj7FJg4qxmVlJFcK9G94r09P?kFOOoTn?lzIpmq Scale = 1:119.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 5x6 5x6 3x6 5x6 3x6 3x6 5x6 3x8 2x4 3x6 3x8 3x6 3x4 3x6 3x6 3x6 5x8 3x6 5-1-8 5-1-8 9-10-13 4-9-5 19-5-8 9-6-11 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 5-1-8 5-1-8 9-10-13 4-9-5 14-8-3 4-9-5 19-5-8 4-9-5 25-10-8 6-5-0 32-3-8 6-5-0 38-11-0 6-7-8 5-0-215-9-21-2-05-0-29.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-1-8], [18:0-2-8,0-2-8] 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) 0.54 0.74 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.62 0.08 (loc) 15-17 15-17 11 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-19,1-18,2-18,2-17,9-12,10-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-19, 4-17, 5-15, 6-15, 7-15, 9-13 REACTIONS.(lb/size) 19=1547/Mechanical, 11=1547/0-5-8 Max Horz 19=-416(LC 4) Max Uplift19=-27(LC 7), 11=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1488/148, 1-2=-1434/163, 2-3=-1829/188, 3-4=-1674/206, 4-5=-1834/340, 5-6=-1311/306, 6-7=-1354/297, 7-8=-1595/239, 8-9=-1709/197, 9-10=-1968/169, 10-11=-1473/135 BOT CHORD 18-19=-315/377, 17-18=-68/1462, 16-17=0/1184, 15-16=0/1184, 14-15=0/1276, 13-14=0/1276, 12-13=-24/1479, 11-12=-73/344 WEBS 1-18=-146/1954, 2-18=-1289/139, 4-17=-295/167, 5-17=-140/583, 5-15=-554/198, 6-15=-238/1133, 7-15=-575/212, 7-13=-25/367, 9-13=-299/137, 10-12=0/1147 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) The Fabrication Tolerance at joint 10 = 16% 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) 19, 11. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T32 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259632 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-PxgbHj7FJg4qxmVlJFcK9G91Z0Ey?mpOOoTn?lzIpmq Scale = 1:125.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 2x4 5x6 5x6 3x6 5x6 3x6 3x6 5x6 3x4 3x6 3x4 3x6 3x8 3x6 3x4 3x6 3x6 3x4 4x6 3x6 3-1-8 3-1-8 8-6-13 5-5-5 14-0-3 5-5-5 19-5-8 5-5-5 24-10-8 5-5-0 30-3-8 5-5-0 35-11-0 5-7-8 3-1-8 3-1-8 8-6-13 5-5-5 14-0-3 5-5-5 19-5-8 5-5-5 24-10-8 5-5-0 30-3-8 5-5-0 35-11-0 5-7-8 3-6-215-9-23-5-03-6-29.00 12 Plate Offsets (X,Y)-- [10:Edge,0-1-8], [12:0-2-8,0-1-8], [19:0-2-8,0-2-8] 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) 0.75 0.39 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 0.06 (loc) 17 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-17,5-15,6-15,7-15,7-13,8-13: 2x4 SPF No.2 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-10 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 9-10-4 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 6-15, 7-15, 8-13 REACTIONS.(lb/size) 20=1427/Mechanical, 11=1427/0-5-8 Max Horz 20=-394(LC 4) Max Uplift20=-20(LC 7), 11=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1392/114, 1-2=-1224/129, 2-3=-1709/162, 3-4=-1533/183, 4-5=-1454/242, 5-6=-1135/294, 6-7=-1135/294, 7-8=-1306/233, 8-9=-1081/153, 9-10=-1259/132, 10-11=-1368/122 BOT CHORD 19-20=-358/368, 18-19=-161/1264, 17-18=-77/1297, 16-17=-35/1082, 15-16=-35/1082, 14-15=0/965, 13-14=0/965, 12-13=0/932 WEBS 1-19=-133/1796, 2-19=-1259/150, 4-17=-371/126, 5-17=-36/429, 5-15=-598/175, 6-15=-234/912, 7-15=-368/191, 8-12=-409/68, 10-12=0/1018 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) 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) 20, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T33 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259633 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-t8EzV27t4zChZw4xty7ZhTiCLQTykErXdSCKYBzIpmp Scale: 3/32"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 6x6 5x6 3x6 5x6 3x6 3x6 6x6 3x4 3x6 3x4 3x6 3x8 3x6 2x4 2x4 4x6 4x8 3x6 1-1-8 1-1-8 7-2-13 6-1-5 13-4-3 6-1-5 19-5-8 6-1-5 30-3-8 10-10-0 35-11-0 5-7-8 1-1-8 1-1-8 7-2-13 6-1-5 13-4-3 6-1-5 19-5-8 6-1-5 24-10-8 5-5-0 30-3-8 5-5-0 35-11-0 5-7-8 2-0-215-9-23-5-02-0-29.00 12 Plate Offsets (X,Y)-- [10:Edge,0-1-8], [18:0-2-8,0-3-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.85 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.80 0.06 (loc) 12-14 12-14 11 l/defl >999 >537 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16,5-16,5-14,6-14,7-14,7-12: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-1 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 9-7-14 oc bracing. WEBS 1 Row at midpt 3-16, 5-14, 6-14, 7-14, 7-12 REACTIONS.(lb/size) 19=1427/Mechanical, 11=1427/0-5-8 Max Horz 19=395(LC 5) Max Uplift19=-20(LC 7), 11=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1383/61, 1-2=-832/95, 2-3=-1779/166, 3-4=-1504/193, 4-5=-1392/232, 5-6=-1161/285, 6-7=-1143/289, 7-8=-1285/294, 8-9=-1099/142, 9-10=-1277/121, 10-11=-1394/106 BOT CHORD 18-19=-367/370, 17-18=-259/918, 16-17=-92/1342, 15-16=-42/1114, 14-15=-42/1114, 13-14=0/949, 12-13=0/949 WEBS 1-18=-152/1651, 2-18=-1431/214, 2-17=0/440, 3-16=-341/118, 5-16=-27/369, 5-14=-576/187, 6-14=-219/906, 7-14=-315/222, 8-12=-342/204, 10-12=0/1049 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) 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) 19, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T34 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259634 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-t8EzV27t4zChZw4xty7ZhTiEiQYEkDoXdSCKYBzIpmp Scale = 1:88.6 12 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x6 5x8 5x8 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-5-011-4-81-5-012.00 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) 0.60 0.57 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 8-9 8-9 8 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9,2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=854/0-3-8, 8=854/0-3-8 Max Horz 11=273(LC 5) Max Uplift11=-51(LC 6), 8=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/138, 3-4=-629/178, 4-5=-629/178, 5-6=-405/138, 2-11=-417/159, 6-8=-417/159 BOT CHORD 10-11=-94/471, 9-10=-94/471, 8-9=0/471 WEBS 4-9=-137/487, 3-11=-434/61, 5-8=-434/61 NOTES-(5-6) 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) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T36 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259635 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-MKoLiO8VrHKYB4f7QfeoEhEWWp_QTpigs6yt4dzIpmo Scale: 3/4"=1' 1 2 3 4 7 6 5 4x6 2x4 2x4 3x4 3x4 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 0-8-0 0-8-0 4-0-0 3-4-0 1-5-02-1-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=68(LC 5) Max Uplift5=-28(LC 5), 7=-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) -1-0-0 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T37 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259636 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-MKoLiO8VrHKYB4f7QfeoEhEX0p?cTpbgs6yt4dzIpmo Scale = 1:20.0 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-4-0 1-4-0 4-0-0 2-8-0 -1-0-0 1-0-0 1-4-0 1-4-0 4-0-0 2-8-0 1-5-02-9-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=88(LC 5) Max Uplift5=-37(LC 5), 7=-28(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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T38 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259637 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-MKoLiO8VrHKYB4f7QfeoEhEWWp?uTpYgs6yt4dzIpmo Scale: 1/2"=1' 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 1-5-03-5-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=108(LC 5) Max Uplift5=-48(LC 5), 7=-24(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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T39 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259638 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-qWMjwk97cbSPoDEJ_N91nungGDLsCFaq4mhRc3zIpmn Scale = 1:28.2 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 2-8-0 2-8-0 4-0-0 1-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 4-0-0 1-4-0 1-5-04-1-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=128(LC 5) Max Uplift5=-62(LC 5), 7=-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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T40 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259639 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-qWMjwk97cbSPoDEJ_N91nungLDLtCFbq4mhRc3zIpmn Scale = 1:27.9 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 2-7-8 2-7-8 4-0-0 1-4-8 -1-0-0 1-0-0 2-7-8 2-7-8 4-0-0 1-4-8 1-5-04-0-812.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=127(LC 5) Max Uplift5=-61(LC 5), 7=-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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T41 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259640 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-qWMjwk97cbSPoDEJ_N91nunhJDL7CFpq4mhRc3zIpmn Scale: 1/2"=1' 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 1-11-8 1-11-8 4-0-0 2-0-8 -1-0-0 1-0-0 1-11-8 1-11-8 4-0-0 2-0-8 1-5-03-4-812.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=107(LC 5) Max Uplift5=-48(LC 5), 7=-25(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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T42 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259641 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Ijw574AmNuaGQNpWY4gGJ6KtSdh2xi5zJQR_9WzIpmm Scale = 1:19.7 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-3-8 1-3-8 4-0-0 2-8-8 -1-0-0 1-0-0 1-3-8 1-3-8 4-0-0 2-8-8 1-5-02-8-812.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=87(LC 5) Max Uplift5=-36(LC 5), 7=-28(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) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T43 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259642 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Ijw574AmNuaGQNpWY4gGJ6KsMdhRxi_zJQR_9WzIpmm Scale = 1:15.6 1 2 3 4 7 6 5 4x6 2x4 2x4 3x8 3x4 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 0-7-8 0-7-8 4-0-0 3-4-8 1-5-02-0-812.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=67(LC 5) Max Uplift5=-27(LC 5), 7=-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) -1-0-0 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T45 Truss Type Half Hip Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259643 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Ijw574AmNuaGQNpWY4gGJ6KrRdgsxiezJQR_9WzIpmm Scale = 1:30.2 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 3-0-0 3-0-0 4-0-0 1-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-5-04-5-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=138(LC 5) Max Uplift5=-69(LC 5), 7=-13(LC 6) 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) 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T46 Truss Type Common Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259644 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-mvUULQBO8Ci62XOi6oBVsJsr61u5g4l7Y4AYhyzIpml Scale = 1:88.6 1 2 3 4 5 9 8 7 6 6x8 4x6 3x4 3x4 3x8 3x4 5x8 3x6 7-0-8 7-0-8 17-0-0 9-11-8 7-0-8 7-0-8 11-11-0 4-10-8 17-0-0 5-1-0 18-0-0 1-0-0 4-4-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7] 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) 0.96 0.58 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.01 (loc) 6-7 6-7 6 l/defl >999 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-6: 2x4 SPF No.2, 1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=666/Mechanical, 6=739/0-3-8 Max Horz 9=-322(LC 4) Max Uplift9=-43(LC 7), 6=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-530/144, 2-3=-476/166, 3-4=-431/141, 1-9=-605/76, 4-6=-433/164 BOT CHORD 8-9=-233/314, 7-8=-233/314, 6-7=0/374 WEBS 2-7=-71/302, 1-7=-64/253, 3-6=-261/91 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) 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) 9, 6. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss T47 Truss Type Roof Special Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259645 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-mvUULQBO8Ci62XOi6oBVsJsqR1oeg3q7Y4AYhyzIpml Scale = 1:118.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 1817 16 15 14 13 12 3x6 6x10 6x6 5x6 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x4 3x6 3x4 3x6 2x4 6x6 4x8 4x8 3x6 6-10-4 6-10-4 13-6-0 6-7-12 16-6-0 3-0-0 17-11-8 1-5-8 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 6-10-4 6-10-4 13-6-0 6-7-12 16-6-0 3-0-0 17-11-8 1-5-8 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 36-11-0 1-0-0 3-5-013-6-814-7-101-2-013-6-89.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-8], [10:0-1-8,0-2-0], [12:Edge,0-2-0], [20:0-2-8,0-1-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 1.00 0.99 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.05 (loc) 13-14 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-20,8-14,8-13,1-20: 2x3 SPF No.2, 1-21: 2x4 SPF-S Stud 10-12: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-10 max.): 4-5. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-20, 3-19, 4-19, 4-17, 5-17, 6-17, 7-16, 6-16 REACTIONS.(lb/size) 21=1417/Mechanical, 12=1498/0-3-8 Max Horz 21=-386(LC 4) Max Uplift21=-56(LC 6), 12=-93(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1332/141, 2-3=-1194/167, 3-4=-1262/259, 4-5=-933/254, 5-6=-1082/287, 6-7=-1230/284, 7-8=-1515/221, 8-9=-1531/159, 9-10=-1709/137, 1-21=-1348/131, 10-12=-1283/174 BOT CHORD 20-21=-304/385, 19-20=-75/974, 18-19=0/910, 17-18=0/910, 16-17=0/890, 15-16=0/1159, 14-15=0/1159, 13-14=0/1232, 12-13=0/1232 WEBS 3-20=-293/83, 4-19=-52/290, 5-17=-544/104, 6-17=-161/524, 7-16=-539/185, 7-14=-13/345, 1-20=0/993, 6-16=-100/529 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) 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) 21, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG01 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259646 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-E52sYmB0uWqzfhzufVjkOXPCuRNoPbXGnkw5DOzIpmk Scale = 1:52.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 1-2-06-4-101-2-09.00 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) 0.19 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 19=161(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 16, 17, 14, 13 except 19=-102(LC 4), 18=-128(LC 5), 12=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 19, 11, 15, 16, 17, 18, 14, 13, 12 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 ; 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 16, 17, 14, 13 except (jt=lb) 19=102, 18=128, 12=113. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 193 Village of west clay Job Reference (optional) I33259647 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-iIbEm6CefpyqHrY5DDEzxkyDAqax8raQ?OfelrzIpmj Scale: 3/16"=1' 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 22 23 24 25 26 27 28 29 5x12 8x14 MT18HS 10x16 MT18HS 10x16 MT18HS 5x12 6x18 MT18HS10x10 5x6 8x8 3x8 8x14 MT18HS 12x12 3x6 6x8 5-9-0 5-9-0 10-11-0 5-2-0 16-1-0 5-2-0 17-9-8 1-8-8 21-5-0 3-7-8 25-3-0 3-10-0 5-9-0 5-9-0 10-11-0 5-2-0 16-1-0 5-2-0 17-9-8 1-8-8 21-5-0 3-7-8 25-3-0 3-10-0 1-2-05-5-126-9-21-2-05-5-129.00 12 Plate Offsets (X,Y)-- [1:0-5-4,0-1-12], [2:0-10-15,0-3-0], [5:Edge,0-3-8], [7:Edge,0-7-0], [9:0-2-8,0-3-0], [10:0-6-0,0-4-12], [12:0-3-8,0-5-12], [14:0-5-0,0-5-4] 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) 0.79 0.62 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.49 0.07 (loc) 11-12 11-12 8 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 369 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-4: 2x6 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-14,4-12: 2x4 SPF-S Stud, 5-10: 2x4 SPF 2100F 1.8E 6-10,6-9: 2x3 SPF No.2, 1-15: 2x10 SP No.1, 7-8: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-10 REACTIONS.(lb/size) 15=9968/0-3-8 (req. 0-4-2), 8=10614/0-3-8 (req. 0-4-6) Max Horz 15=-156(LC 3) Max Uplift15=-1090(LC 5), 8=-554(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-12438/1287, 2-16=-12238/1308, 2-17=-10081/1111, 17-18=-10082/1111, 18-19=-10083/1111, 19-20=-10083/1112, 3-20=-10084/1112, 3-4=-14121/1209, 4-5=-11043/770, 5-6=-11300/786, 6-7=-11263/667, 1-15=-8721/902, 7-8=-8402/499 BOT CHORD 15-21=-577/3271, 21-22=-577/3271, 14-22=-577/3271, 14-23=-1120/14119, 13-23=-1120/14119, 13-24=-1120/14119, 12-24=-1120/14119, 12-25=-810/12456, 25-26=-810/12456, 11-26=-810/12456, 10-11=-808/12403, 10-27=-477/8884, 9-27=-477/8884, 9-28=-161/3150, 28-29=-161/3150, 8-29=-161/3150 WEBS 2-14=-548/6884, 3-14=-5667/215, 3-12=0/3250, 4-12=-467/2360, 4-11=-82/1832, 4-10=-10195/871, 5-10=-851/12686, 6-10=-151/365, 1-14=-590/6712, 7-9=-334/5920 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 7 = 0% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 15, 8 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1090, 8=554. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 193 Village of west clay Job Reference (optional) I33259647 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:40 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-iIbEm6CefpyqHrY5DDEzxkyDAqax8raQ?OfelrzIpmj NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 32 lb up at 4-0-12, 133 lb down and 97 lb up at 6-0-12, 133 lb down and 97 lb up at 8-0-12, and 133 lb down and 97 lb up at 9-2-0, and 144 lb down and 96 lb up at 10-3-4 on top chord, and 89 lb down at 2-0-12, 2248 lb down and 542 lb up at 4-0-12, 96 lb down and 43 lb up at 4-0-12, 1520 lb down and 182 lb up at 6-0-12, 69 lb down at 6-0-12, 1519 lb down and 97 lb up at 8-0-12, 69 lb down at 8-0-12, 69 lb down at 9-2-0, 1519 lb down and 59 lb up at 10-0-12, 627 lb down and 38 lb up at 10-3-4, 1519 lb down and 69 lb up at 12-0-12, 1525 lb down and 75 lb up at 14-0-12, 1525 lb down and 76 lb up at 16-0-12, 1527 lb down and 40 lb up at 18-0-12, 1527 lb down and 39 lb up at 20-0-12, and 1407 lb down and 32 lb up at 22-0-12, and 1407 lb down and 32 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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, 2-4=-60, 4-5=-60, 5-7=-60, 8-15=-20 Concentrated Loads (lb) Vert: 13=-47(B) 14=-1567(F=-1520, B=-47) 11=-1525(F) 10=-1527(F) 16=-44(B) 17=-93(B) 18=-93(B) 19=-93(B) 20=-104(B) 21=-85(B) 22=-2344(F=-2248, B=-96) 23=-1566(F=-1519, B=-47) 24=-2145(F=-1519, B=-627) 25=-1519(F) 26=-1525(F) 27=-1527(F) 28=-1407(F) 29=-1407(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 193_VILLAGE_OF_WEST_~Y Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 2 193 Village of west clay Job Reference (optional) I33259648 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-AU9czSDGQ74hv?7HnwlCUyUOpExatMOZE2PCIHzIpmi Scale = 1:65.6 1 2 3 4 7 6 58 9 10 11 12 4x8 8x14 MT18HS 12x18 MT18HS 10x10 6-11-8 6-11-8 13-11-0 6-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 1-5-08-4-81-5-012.00 12 Plate Offsets (X,Y)-- [4:1-1-8,0-3-12], [6:0-5-0,0-6-0], [7:Edge,0-10-9] 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) 0.80 0.46 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.13 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2, 2-7: 2x4 SP 2400F 2.0E, 4-5: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=4289/0-3-8, 5=5190/0-5-8 Max Horz 7=213(LC 12) Max Uplift7=-623(LC 5), 5=-380(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4133/511, 3-4=-4128/511, 2-7=-3338/385, 4-5=-3135/401 BOT CHORD 7-8=-546/1288, 8-9=-546/1288, 6-9=-546/1288, 6-10=-130/2160, 10-11=-130/2160, 11-12=-130/2160, 5-12=-130/2160 WEBS 3-6=-561/5248, 2-6=-160/1675, 4-6=-392/772 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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) 7=623, 5=380. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2251 lb down and 674 lb up at 4-0-12, 1520 lb down and 100 lb up at 6-0-12, 1519 lb down and 53 lb up at 8-0-12, and 1519 lb down and 50 lb up at 10-0-12, and 1519 lb down and 60 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-2251(B) 9=-1520(B) 10=-1519(B) 11=-1519(B) 12=-1519(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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG04 Truss Type Common Girder Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259649 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-AU9czSDGQ74hv?7HnwlCUyULzEvMtMgZE2PCIHzIpmi Scale = 1:39.8 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 5x6 6x8 8x10 2x4 2x4 6x8 11-1-8 11-1-8 22-3-0 11-1-8 -1-0-0 1-0-0 5-7-1 5-7-1 11-1-8 5-6-7 16-7-15 5-6-7 22-3-0 5-7-1 23-3-0 1-0-0 0-9-04-5-80-9-04.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-9], [6:Edge,0-0-9], [8:0-5-0,0-5-4] 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) 0.98 0.61 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.44 0.05 (loc) 2-8 2-8 6 l/defl >999 >600 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1487/0-3-8, 6=1482/0-3-8 Max Horz 2=39(LC 11) Max Uplift2=-347(LC 5), 6=-345(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2880/725, 3-4=-2595/666, 4-5=-2595/666, 5-6=-2879/725 BOT CHORD 2-9=-666/2631, 9-10=-666/2631, 10-11=-666/2631, 11-12=-666/2631, 8-12=-666/2631, 8-13=-629/2629, 13-14=-629/2629, 14-15=-629/2629, 15-16=-629/2629, 6-16=-629/2629 WEBS 4-8=-328/1261, 5-8=-293/191, 3-8=-295/191 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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=347, 6=345. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 41 lb up at 3-11-4, 119 lb down and 48 lb up at 5-11-4, 119 lb down and 60 lb up at 7-11-4, 119 lb down and 73 lb up at 9-11-4, 119 lb down and 81 lb up at 11-0-12, 119 lb down and 74 lb up at 12-2-4, 119 lb down and 60 lb up at 14-2-4, and 119 lb down and 49 lb up at 16-2-4, and 119 lb down and 41 lb up at 18-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-119(B) 9=-119(B) 10=-119(B) 11=-119(B) 12=-119(B) 13=-119(B) 14=-119(B) 15=-119(B) 16=-119(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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 193 Village of west clay Job Reference (optional) I33259650 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-egj_AoEuBRCYW8hTLeGR091j8eOWczOiTi8lqjzIpmh Scale = 1:19.5 1 2 3 4 6 5 7 5x6 2x4 4x6 2x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 1-3-0 1-3-0 4-0-0 2-9-0 1-5-02-6-22-8-02-6-212.00 12 Plate Offsets (X,Y)-- [3:0-4-2,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) 0.19 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=137/Mechanical, 6=227/0-3-8 Max Horz 6=77(LC 4) Max Uplift5=-43(LC 4), 6=-59(LC 5) Max Grav 5=139(LC 10), 6=227(LC 1) 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; cantilever left and right exposed ; end vertical left and right exposed; 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) 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 30 lb up at 1-3-0 on top chord, and 2 lb down and 20 lb up at 1-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=1(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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259651 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-egj_AoEuBRCYW8hTLeGR091YDe9WckgiTi8lqjzIpmh Scale = 1:69.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3x6 6x8 6x6 6x10 3x6 4x8 5x8 5x8 8x10 6x8 3x6 4x6 3x6 6x6 5x8 3x12 5x8 4-0-0 4-0-0 5-8-0 1-8-0 16-7-13 10-11-13 27-7-11 10-11-13 38-11-0 11-3-5 4-0-0 4-0-0 5-8-0 1-8-0 13-10-14 8-2-14 22-1-12 8-2-14 30-4-10 8-2-14 38-11-0 8-6-6 4-2-05-5-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-4], [9:0-3-8,Edge], [15:0-3-8,0-3-0] 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-M) 0.89 1.00 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.76 0.14 (loc) 13-15 13-15 10 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2,8-9: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 9-10,1-16,4-15: 2x4 SPF No.2, 7-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 1-2, 3-9. BOT CHORD Structural wood sheathing directly applied or 8-7-7 oc bracing. WEBS 1 Row at midpt 1-17, 4-15, 7-10 REACTIONS.(lb/size) 17=2268/Mechanical, 10=2271/Mechanical Max Horz 17=-156(LC 3) Max Uplift17=-530(LC 3), 10=-662(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2142/515, 1-18=-1993/430, 2-18=-1993/430, 2-3=-2417/448, 3-19=-2426/477, 19-20=-2426/477, 20-21=-2426/477, 4-21=-2426/477, 4-5=-4110/762, 5-6=-4110/762, 6-22=-3669/807, 22-23=-3669/807, 7-23=-3669/807, 9-10=-308/189 BOT CHORD 15-16=-518/2375, 15-29=-726/3907, 29-30=-726/3907, 14-30=-726/3907, 13-14=-726/3907, 12-13=-795/4155, 11-12=-795/4155, 11-31=-747/3095, 31-32=-747/3095, 32-33=-747/3095, 33-34=-747/3095, 34-35=-747/3095, 35-36=-747/3095, 10-36=-747/3095 WEBS 1-16=-628/2776, 2-16=-1376/189, 3-16=-974/123, 4-15=-1745/377, 4-13=0/526, 6-11=-660/207, 7-11=0/1207, 7-10=-3473/847, 3-15=-28/1759 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) The Fabrication Tolerance at joint 3 = 0% 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) except (jt=lb) 17=530, 10=662. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 35 lb up at 1-11-12, 9 lb up at 4-0-0, 49 lb down and 82 lb up at 5-11-12, 59 lb down and 82 lb up at 7-11-12, 67 lb down and 99 lb up at 9-11-12, 67 lb down and 99 lb up at 28-1-12, 59 lb down and 82 lb up at 28-11-12, 59 lb down and 82 lb up at 30-11-12, 59 lb down and 82 lb up at 32-11-12, and 59 lb down and 82 lb up at 34-11-12, and 59 lb down and 82 lb up at 36-11-12 on top chord, and 61 lb down and 46 lb up at 1-11-12, 82 lb down and 68 lb up at 3-11-12, 38 lb down and 41 lb up at 5-11-12, 38 lb down and 41 lb up at 7-11-12, 360 lb down at 9-11-12, 360 lb down at 28-1-12, 38 lb down and 41 lb up at 28-11-12, 38 lb down and 41 lb up at 30-11-12, 38 lb down and 41 lb up at 32-11-12, and 38 lb down and 41 lb up at 34-11-12, and 38 lb down and 41 lb up at 36-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259651 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:42 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-egj_AoEuBRCYW8hTLeGR091YDe9WckgiTi8lqjzIpmh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 16=-82(F) 15=-19(F) 18=-1(F) 19=-45(F) 20=-45(F) 21=-67(F) 22=-67(F) 23=-45(F) 24=-45(F) 25=-45(F) 26=-45(F) 27=-45(F) 28=-61(F) 29=-19(F) 30=-360(F) 31=-360(F) 32=-19(F) 33=-19(F) 34=-19(F) 35=-19(F) 36=-19(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 193_VILLAGE_OF_WEST_~Y Truss TG07 Truss Type Common Girder Qty 1 Ply 2 193 Village of west clay Job Reference (optional) I33259652 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-7tHNO7EWykKP8IGguLngZNajF2fgLIKshMuJM9zIpmg Scale = 1:63.0 1 2 3 6 5 47 8 9 10 11 12 3x8 4x6 3x8 5x8 4x10 10x10 6-7-8 6-7-8 13-3-0 6-7-8 6-7-8 6-7-8 13-3-0 6-7-8 1-5-08-0-81-5-012.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-5-12] 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) 0.87 0.36 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-5: 2x4 SPF No.2, 1-6: 2x6 SP 2400F 2.0E, 3-4: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=5074/0-3-8, 4=4335/0-5-8 Max Horz 6=-187(LC 3) Max Uplift6=-240(LC 6), 4=-205(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3579/240, 2-3=-3580/240, 1-6=-2723/168, 3-4=-2765/171 BOT CHORD 6-7=-303/1910, 7-8=-303/1910, 8-9=-303/1910, 5-9=-303/1910, 5-10=-168/1679, 10-11=-168/1679, 11-12=-168/1679, 4-12=-168/1679 WEBS 2-5=-186/4494, 1-5=-129/627, 3-5=-152/867 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=240, 4=205. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1399 lb down and 67 lb up at 1-0-12, 1397 lb down and 68 lb up at 3-0-12, 1397 lb down and 68 lb up at 5-0-12, 1397 lb down and 68 lb up at 7-0-12, and 1397 lb down and 68 lb up at 9-0-12, and 1397 lb down and 68 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1399(B) 8=-1397(B) 9=-1397(B) 10=-1397(B) 11=-1397(B) 12=-1397(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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259653 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-b3rlbTF9j2SGmSrsS2Iv5a6wpSxh4gu?w0dsuczIpmf Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 5x16 MT18HS 3x6 6x16 6x8 3x6 5x12 2x4 3x6 4x6 3x8 3x6 4x6 6x6 6x16 6x8 5-8-0 5-8-0 11-9-12 6-1-12 17-11-8 6-1-12 24-1-4 6-1-12 30-3-0 6-1-12 35-11-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-9-12 6-1-12 17-11-8 6-1-12 24-1-4 6-1-12 30-3-0 6-1-12 35-11-0 5-8-0 36-11-0 1-0-0 1-2-05-2-145-5-01-2-05-2-149.00 12 Plate Offsets (X,Y)-- [3:0-9-0,0-3-0], [8:0-2-2,0-3-0], [11:0-7-4,Edge], [19:0-7-4,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) 0.75 0.63 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.29 -0.42 0.07 (loc) 15 15-17 11 l/defl >999 >997 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-6,6-8: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-17,7-12: 2x4 SPF No.2, 2-19,9-11: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-12 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 8-4-10 oc bracing. WEBS 1 Row at midpt 3-17, 7-12 REACTIONS.(lb/size) 19=2162/0-3-8, 11=2195/0-3-8 Max Horz 19=-127(LC 3) Max Uplift19=-942(LC 5), 11=-1000(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2419/1196, 3-20=-3302/1780, 20-21=-3303/1780, 4-21=-3306/1781, 4-22=-3303/1779, 22-23=-3303/1779, 5-23=-3303/1779, 5-24=-3349/1836, 6-24=-3349/1836, 6-25=-3349/1836, 7-25=-3349/1836, 7-26=-1921/1052, 26-27=-1918/1052, 27-28=-1917/1051, 8-28=-1916/1051, 8-9=-2444/1254, 2-19=-1629/757, 9-11=-1640/793 BOT CHORD 19-29=-1001/1866, 29-30=-1001/1866, 18-30=-1001/1866, 18-31=-997/1862, 31-32=-997/1862, 17-32=-997/1862, 17-33=-2040/3757, 16-33=-2040/3757, 15-16=-2040/3757, 14-15=-2040/3757, 14-34=-2040/3757, 34-35=-2040/3757, 13-35=-2040/3757, 13-36=-1814/3349, 36-37=-1814/3349, 37-38=-1814/3349, 12-38=-1814/3349, 12-39=-959/1888, 39-40=-959/1888, 11-40=-959/1888 WEBS 3-17=-1086/1868, 4-17=-571/374, 5-17=-591/359, 5-15=-50/344, 5-13=-533/286, 7-13=-292/683, 7-12=-1861/1075, 8-12=-503/993 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; cantilever left and right exposed ; end vertical left and right exposed; 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) The Fabrication Tolerance at joint 8 = 12% 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) 19=942, 11=1000. 8) 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259653 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:44 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-b3rlbTF9j2SGmSrsS2Iv5a6wpSxh4gu?w0dsuczIpmf NOTES-(11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 82 lb up at 5-8-0, 59 lb down and 82 lb up at 7-8-12, 59 lb down and 82 lb up at 9-8-12, 59 lb down and 82 lb up at 11-8-12, 59 lb down and 82 lb up at 13-8-12, 59 lb down and 82 lb up at 15-8-12, 59 lb down and 82 lb up at 17-8-12, 59 lb down and 82 lb up at 19-8-12, 59 lb down and 82 lb up at 21-8-12, 59 lb down and 82 lb up at 23-8-12, 59 lb down and 82 lb up at 25-8-12, 59 lb down and 82 lb up at 27-8-12, and 59 lb down and 82 lb up at 28-11-8, and 64 lb down and 82 lb up at 30-3-0 on top chord, and 119 lb down and 56 lb up at 2-0-12, 119 lb down and 70 lb up at 4-0-12, 38 lb down and 41 lb up at 5-8-12, 38 lb down and 41 lb up at 7-8-12, 38 lb down and 41 lb up at 9-8-12, 38 lb down and 41 lb up at 11-8-12, 38 lb down and 41 lb up at 13-8-12, 38 lb down and 41 lb up at 15-8-12, 38 lb down and 41 lb up at 17-8-12, 38 lb down and 41 lb up at 19-8-12, 38 lb down and 41 lb up at 21-8-12, 38 lb down and 41 lb up at 23-8-12, 38 lb down and 41 lb up at 25-8-12, 38 lb down and 41 lb up at 27-8-12, 38 lb down and 41 lb up at 28-11-8, 38 lb down and 41 lb up at 30-2-4, and 119 lb down and 70 lb up at 31-10-4, and 119 lb down and 56 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-2=-60, 2-3=-60, 3-8=-60, 8-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 3=-45(F) 6=-45(F) 16=-19(F) 18=-19(F) 17=-19(F) 4=-45(F) 15=-19(F) 5=-45(F) 12=-19(F) 8=-45(F) 14=-19(F) 20=-45(F) 21=-45(F) 22=-45(F) 23=-45(F) 24=-45(F) 25=-45(F) 26=-45(F) 27=-45(F) 28=-45(F) 29=-119(F) 30=-119(F) 31=-19(F) 32=-19(F) 33=-19(F) 34=-19(F) 35=-19(F) 36=-19(F) 37=-19(F) 38=-19(F) 39=-119(F) 40=-119(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 193_VILLAGE_OF_WEST_~Y Truss V01 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259654 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-b3rlbTF9j2SGmSrsS2Iv5a6?nS3w4sC?w0dsuczIpmf Scale: 1/4"=1' 1 2 3 4 7 6 5 2x4 2x4 3x4 2x4 2x4 2x4 2x4 8-5-15 8-5-15 2-10-0 2-10-0 8-5-15 5-7-15 2-9-155-7-150-0-412.00 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) 0.44 0.10 0.13 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-5-15. (lb) - Max Horz 7=-157(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 except 4=-108(LC 5), 5=-169(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 6=256(LC 1), 5=321(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-253/221 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6 except (jt=lb) 4=108, 5=169. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss V02 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259655 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-b3rlbTF9j2SGmSrsS2Iv5a6_fS1i4sx?w0dsuczIpmf Scale = 1:35.2 1 2 3 5 4 2x4 2x4 3x4 2x4 2x4 6-11-15 6-11-15 2-10-0 2-10-0 6-11-15 4-1-15 1-3-154-1-150-0-412.00 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) 0.51 0.25 0.08 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 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 6-11-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=98/6-11-15, 3=149/6-11-15, 4=284/6-11-15 Max Horz 5=-105(LC 4) Max Uplift5=-67(LC 6), 3=-51(LC 6), 4=-14(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss V03 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259656 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-3FP7ppGnUMb7NcQ20mp8eofDJrPupK799gNPR2zIpme Scale = 1:23.5 1 2 3 42x4 3x4 2x4 2x4 5-3-14 5-3-14 2-7-15 2-7-15 5-3-14 2-7-15 0-0-42-7-150-0-412.00 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) 0.19 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 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 5-3-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=115/5-3-14, 3=115/5-3-14, 4=155/5-3-14 Max Horz 1=56(LC 5) Max Uplift1=-19(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss V04 Truss Type Valley Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259657 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-3FP7ppGnUMb7NcQ20mp8eofGvrPgpKR99gNPR2zIpme Scale = 1:10.3 1 2 3 2x4 2x4 2x4 2-3-10 2-3-10 2-3-14 0-0-4 1-1-15 1-1-15 2-3-14 1-1-15 0-0-41-1-150-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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) 0.03 0.07 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=73/2-3-6, 3=73/2-3-6 Max Horz 1=-21(LC 4) Max Uplift1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss V05 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259658 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-3FP7ppGnUMb7NcQ20mp8eof9KrP0pJW99gNPR2zIpme Scale = 1:45.6 1 2 3 4 7 6 5 2x4 2x4 3x4 2x4 2x4 2x4 2x4 8-8-4 8-8-4 3-2-10 3-2-10 8-8-4 5-5-10 2-2-75-5-112.00 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) 0.45 0.11 0.12 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-4. (lb) - Max Horz 7=-144(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 except 4=-116(LC 5), 5=-176(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 6=271(LC 1), 5=331(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-262/228 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6 except (jt=lb) 4=116, 5=176. 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. May 8,2018 Job 193_VILLAGE_OF_WEST_~Y Truss V06 Truss Type GABLE Qty 1 Ply 1 193 Village of west clay Job Reference (optional) I33259659 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 07 17:46:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-XRzV09HPFfj_?m?EaTLNB?BL5FjnYnnIOK6zzUzIpmd Scale = 1:33.5 1 2 3 5 4 2x4 2x4 3x4 2x4 2x4 5-8-4 5-8-4 1-8-10 1-8-10 5-8-4 3-11-10 2-2-73-11-112.00 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) 0.45 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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 5-8-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=49/5-8-4, 3=140/5-8-4, 4=234/5-8-4 Max Horz 5=-110(LC 4) Max Uplift5=-56(LC 6), 3=-26(LC 6), 4=-33(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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. May 8,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.