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HomeMy WebLinkAboutI37815174.314_West_Clay_Chelmsford16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). July 17,2019 Liu, Xuegang Pages or sheets covered by this seal: I37815174 thru I37815261 My license renewal date for the state of Indiana is July 31, 2020. 314_West_Clay_Chelmsford 314 West Clay Chelmsford IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss GE01 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815174 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-924d1Y0c72otD9PawFEoU_8bSzflFu3jQ8Jo?NyxQlt Scale = 1:31.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 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 0-11-04-7-120-11-06.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.03 0.04 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: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-11-0. (lb) - Max Horz 24=-51(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss GE03 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815175 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-dEe0Eu1EuLwkrJ_mUzl10BgmrMzh_JHsfo3LXpyxQls Scale = 1:56.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-7-8 18-7-8 -1-0-0 1-0-0 9-3-12 9-3-12 18-7-8 9-3-12 19-7-8 1-0-0 1-3-09-0-21-3-010.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.11 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 18-7-8. (lb) - Max Horz 33=-216(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except 33=-163(LC 4), 18=-132(LC 5), 32=-167(LC 5), 19=-146(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=163, 18=132, 32=167, 19=146. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss GE04 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815176 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6QCOSE2sff2bTTZy2gGGZPDxvmJ8jkf0uRou3GyxQlr Scale = 1:50.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-0 15-7-0 -0-11-4 0-11-4 7-9-8 7-9-8 15-7-0 7-9-8 16-6-4 0-11-4 1-3-07-8-151-3-010.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.10 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-7-0. (lb) - Max Horz 28=-186(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-154(LC 4), 16=-126(LC 5), 27=-156(LC 5), 17=-138(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=154, 16=126, 27=156, 17=138. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss GE05 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815177 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-acmmfa3UQzAS4c88cOoV6cm6fAfZSC5975YSciyxQlq Scale = 1:41.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 14-7-0 1-0-0 1-3-06-10-151-3-010.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.08 0.21 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: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 24=-167(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-112(LC 4), 23=-117(LC 5), 15=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=112, 23=117, 15=106. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J01 Truss Type Jack-Open Qty 4 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815178 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-acmmfa3UQzAS4c88cOoV6cm16AdqSFM975YSciyxQlq Scale = 1:26.7 1 2 5 3 4 3x6 3x4 4-2-2 4-2-2 -1-0-0 1-0-0 4-2-2 4-2-2 1-3-04-8-124-2-154-8-1210.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 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 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=236/0-3-8, 3=107/Mechanical, 4=44/Mechanical Max Horz 5=158(LC 6) Max Uplift 3=-84(LC 6), 4=-1(LC 6) Max Grav 5=236(LC 1), 3=107(LC 1), 4=78(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J02 Truss Type Jack-Open Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815179 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-2pK8tw36BGIJimiL95JkeqIELa0FBicJLlH?88yxQlp Scale: 1"=1' 1 2 5 3 4 3x4 2x4 1-2-15 1-2-5 -1-11-5 1-11-5 1-2-15 1-2-15 1-3-01-9-70-4-71-4-151-9-75.15 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-65/Mechanical, 4=-2/Mechanical, 5=279/0-5-9 Max Horz 5=68(LC 6) Max Uplift 3=-65(LC 1), 4=-13(LC 6), 5=-84(LC 6) Max Grav 3=25(LC 6), 4=18(LC 2), 5=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/152 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J03 Truss Type Jack-Open Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815180 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-2pK8tw36BGIJimiL95JkeqIELa0DBicJLlH?88yxQlp Scale = 1:12.4 1 2 5 3 4 3x4 2x4 1-5-14 1-5-4 -1-11-5 1-11-5 1-5-14 1-5-14 1-3-01-10-115.15 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 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 1-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-39/Mechanical, 4=2/Mechanical, 5=269/0-5-9 Max Horz 5=72(LC 6) Max Uplift 3=-39(LC 1), 4=-8(LC 6), 5=-79(LC 6) Max Grav 3=15(LC 4), 4=23(LC 2), 5=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815181 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-W?uW4F4kyaQAKwHXjpqzB1rRz_L9w9sSaP1ZgbyxQlo Scale: 3/4"=1' 1 2 5 3 42x4 3x4 1-10-8 1-10-8 -0-11-0 0-11-0 1-10-8 1-10-8 1-2-02-6-142-1-62-6-149.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 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 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=35/Mechanical, 4=14/Mechanical Max Horz 5=89(LC 6) Max Uplift 3=-36(LC 6), 4=-11(LC 6) Max Grav 5=152(LC 1), 3=35(LC 1), 4=32(LC 2) 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 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J08A Truss Type JACK-OPEN Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815182 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-W?uW4F4kyaQAKwHXjpqzB1rRz_L9w9sSaP1ZgbyxQlo Scale = 1:15.4 1 2 5 3 42x4 3x4 0-11-4 0-11-4 1-10-8 0-11-4 -0-11-0 0-11-0 1-8-13 1-8-13 1-10-8 0-1-11 1-2-02-5-102-1-62-5-109.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 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 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=35/Mechanical, 4=14/Mechanical Max Horz 5=89(LC 6) Max Uplift 3=-36(LC 6), 4=-11(LC 6) Max Grav 5=152(LC 1), 3=35(LC 1), 4=32(LC 2) 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 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J09 Truss Type JACK-OPEN STRUCTURAL Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815183 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_BSvHb5NjuY1x4sjHWLCjFOVSNg2fcjcp3m6C1yxQln Scale = 1:12.5 1 2 3 7 6 4 5 3x4 3x4 2x4 2x4 3-2-9 3-1-7 -2-10-13 2-10-13 3-0-1 3-0-1 3-2-9 0-2-8 1-2-01-11-22.85 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.64 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.02 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 7=396/0-8-13, 5=-40/Mechanical Max Horz 7=39(LC 6) Max Uplift 4=-7(LC 6), 7=-141(LC 4), 5=-40(LC 1) Max Grav 4=82(LC 2), 7=396(LC 1), 5=32(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-347/222 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 studs spaced at 2-0-0 oc. 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 except (jt=lb) 7=141. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J11 Truss Type Jack-Open Qty 29 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815184 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_BSvHb5NjuY1x4sjHWLCjFOZ?Ngtfc6cp3m6C1yxQln Scale = 1:25.2 1 2 5 3 4 3x6 3x4 3-9-8 3-9-8 -1-0-0 1-0-0 3-9-8 3-9-8 1-3-04-4-153-11-24-4-1510.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-3-8, 3=96/Mechanical, 4=39/Mechanical Max Horz 5=149(LC 6) Max Uplift 3=-77(LC 6), 4=-3(LC 6) Max Grav 5=221(LC 1), 3=96(LC 1), 4=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J12 Truss Type Jack-Open Qty 5 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815185 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-SO?HVx6?UBguZERwrDsRGSwl4n14O2gl2jWflTyxQlm Scale = 1:25.2 1 2 3 8 7 6 4 5 2x4 3x4 2x4 2x4 3x4 2-3-8 2-3-8 3-9-8 1-6-0 -0-11-4 0-11-4 2-3-8 2-3-8 3-9-8 1-6-0 1-3-04-4-153-8-153-11-20-8-010.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.05 0.02 (loc) 7 7 4 l/defl >974 >815 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=216/0-3-8, 4=121/Mechanical, 5=15/Mechanical Max Horz 8=146(LC 6) Max Uplift 4=-90(LC 6) Max Grav 8=216(LC 1), 4=121(LC 1), 5=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J13 Truss Type Jack-Open Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815186 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-SO?HVx6?UBguZERwrDsRGSwoJn?8O2Ml2jWflTyxQlm Scale = 1:11.6 1 2 6 3 5 4 2x4 2x4 0-4-1 0-4-1 1-4-9 1-0-8 -1-2-3 1-2-3 1-4-9 1-4-9 1-0-31-8-130-4-121-4-21-8-136.25 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-3/Mechanical, 4=-83/Mechanical, 5=264/0-5-10 Max Horz 5=61(LC 6) Max Uplift 3=-13(LC 7), 4=-83(LC 1), 5=-54(LC 6) Max Grav 3=5(LC 4), 4=12(LC 6), 5=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J14 Truss Type Jack-Open Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815187 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-waZfiH6dFVokBO06OxNgpgTymBNQ7VbuGNFDHvyxQll Scale = 1:11.6 1 2 5 3 42x4 2x4 0-2-13 0-2-13 1-3-6 1-0-8 -1-3-6 1-3-6 1-3-6 1-3-6 1-0-131-8-136.25 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=179/0-5-10, 3=-8/Mechanical, 4=5/Mechanical Max Horz 5=63(LC 6) Max Uplift 5=-38(LC 6), 3=-12(LC 7), 4=-9(LC 6) Max Grav 5=179(LC 1), 3=6(LC 4), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J15 Truss Type Jack-Open Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815188 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-waZfiH6dFVokBO06OxNgpgTz3BLN7VbuGNFDHvyxQll Scale = 1:11.6 1 2 6 3 5 4 2x4 2x4 0-4-1 0-4-1 1-4-9 1-0-8 -1-2-3 1-2-3 1-4-9 1-4-9 1-0-31-8-136.25 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-3/Mechanical, 4=-83/Mechanical, 5=264/0-5-10 Max Horz 5=61(LC 6) Max Uplift 3=-13(LC 7), 4=-83(LC 1), 5=-54(LC 6) Max Grav 3=5(LC 4), 4=12(LC 6), 5=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss J16 Truss Type Jack-Open Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815189 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Om71wd7F0pwboXbIyeuvLt06RbjRsyr2V1?mpMyxQlk Scale = 1:11.7 1 2 5 3 4 2x4 2x4 0-11-3 0-11-3 -1-7-3 1-7-3 0-11-3 0-11-3 1-3-01-8-131-4-21-8-136.25 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 0-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=242/0-4-11, 3=-72/Mechanical, 4=-2/Mechanical Max Horz 5=67(LC 6) Max Uplift 5=-57(LC 6), 3=-72(LC 1), 4=-26(LC 6) Max Grav 5=242(LC 1), 3=24(LC 6), 4=13(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815190 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Om71wd7F0pwboXbIyeuvLt08Rbjesyr2V1?mpMyxQlk Scale = 1:9.8 1 2 3 5 4 2x4 3x6 2x4 -0-11-0 0-11-0 2-11-8 2-11-8 0-8-01-4-141-1-60-3-81-4-143.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/0-3-8, 4=94/0-1-8 Max Horz 5=38(LC 5) Max Uplift 5=-46(LC 4), 4=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815191 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-tzhP7z8tn63SQhAVWMQ8u5Y9V?zBbFeBkhkKLoyxQlj Scale = 1:20.9 1 2 3 4 5 6 3x4 5x8 3x4 5x6 2x4 11-3-8 11-3-8 -0-11-0 0-11-0 5-6-9 5-6-9 11-3-8 5-8-15 0-8-03-5-143.00 12 Plate Offsets (X,Y)-- [2:0-4-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.41 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.65 0.03 (loc) 6-9 6-9 2 l/defl >510 >206 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=505/0-3-8, 6=445/Mechanical Max Horz 2=99(LC 5) Max Uplift 2=-62(LC 4), 6=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1081/215 BOT CHORD 2-6=-183/765 WEBS 4-6=-748/243 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815192 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-tzhP7z8tn63SQhAVWMQ8u5Y9S?zEbFXBkhkKLoyxQlj Scale = 1:20.7 1 2 3 4 5 5x8 3x4 3x4 5x6 2x4 11-3-8 11-3-8 5-6-9 5-6-9 11-3-8 5-8-15 0-8-03-5-143.00 12 Plate Offsets (X,Y)-- [1:0-3-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.40 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.66 0.03 (loc) 5-8 5-8 1 l/defl >509 >204 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=448/0-3-8, 5=448/Mechanical Max Horz 1=96(LC 5) Max Uplift 1=-32(LC 4), 5=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1140/220 BOT CHORD 1-5=-189/774 WEBS 3-5=-757/248 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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) 1, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815193 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-L9FoLJ9VYQBJ2rlh43xNQI5QqOJoKsLLyLUtuEyxQli Scale = 1:9.8 1 2 34 3x4 2x4 2x4 2-11-8 2-11-8 2-11-8 2-11-8 0-8-01-4-143.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 1-3 1-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=490/0-3-8, 3=304/Mechanical Max Horz 1=33(LC 4) Max Uplift 1=-33(LC 3), 3=-25(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 578 lb down and 39 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-578(F) July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss PB01 Truss Type GABLE Qty 11 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815194 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-pLpAYf97IkJAf?KtdnSczWedmogQ3JbUB?DQQhyxQlh Scale = 1:17.0 2 3 4 1 5 3x4 2x4 2x4 7-2-0 7-2-0 3-7-0 3-7-0 7-2-0 3-7-0 2-4-110-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-2-0. (lb) - Max Horz 1=-51(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=363(LC 1), 4=363(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss PB02 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815195 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-pLpAYf97IkJAf?KtdnSczWeXtohm3IAUB?DQQhyxQlh Scale = 1:18.8 2 3 4 5 6 8 1 7 4x6 3x4 3x4 3x4 4x8 2x4 11-2-0 11-2-0 3-7-0 3-7-0 5-4-8 1-9-8 9-4-8 4-0-0 11-2-0 1-9-8 2-4-111-2-50-1-40-1-81-0-138.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-3], [6:0-7-5,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.51 0.27 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=51(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8 except 7=-818(LC 11), 2=-160(LC 11), 6=-154(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 6=1105(LC 11), 8=602(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-136/319, 3-4=-122/315, 6-7=-107/418 WEBS 3-8=-473/194 NOTES-(13-14) 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8 except (jt=lb) 7=818, 2=160, 6=154. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss PB03 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815196 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:02:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-HYNYm?Am31R1H9v3BUzrWjAolC3fomSdQfz_y7yxQlg Scale = 1:18.7 2 3 4 5 6 9 8 1 7 3x4 2x4 3x4 2x4 4x6 2x4 2x4 11-2-0 11-2-0 4-3-8 4-3-8 6-10-8 2-7-0 11-2-0 4-3-8 2-10-50-1-40-1-82-8-138.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-3], [5:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=-63(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 6, 9 except 7=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 8, 9 except 6=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 6, 9 except (jt=lb) 7=140. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss PB04 Truss Type GABLE Qty 5 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815197 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-lkxwzKBOqLZuvJTGlCU42xjvEcOLXDAnfJiXUZyxQlf Scale: 1/2"=1' 2 3 4 6 1 5 4x6 3x6 3x6 2x4 11-2-0 11-2-0 5-7-0 5-7-0 11-2-0 5-7-0 3-8-110-1-40-1-88.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.40 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=-82(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-319(LC 10), 5=-319(LC 11), 2=-154(LC 6), 4=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=585(LC 10), 4=585(LC 11), 6=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 1, 319 lb uplift at joint 5, 154 lb uplift at joint 2 and 142 lb uplift at joint 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss PB05 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815198 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-lkxwzKBOqLZuvJTGlCU42xjzJcPpXDWnfJiXUZyxQlf Scale = 1:18.5 2 3 4 5 8 7 1 6 4x6 2x4 2x4 2x4 4x6 2x4 11-2-0 11-2-0 3-7-6 3-7-6 7-6-10 3-11-4 11-2-0 3-7-6 2-4-150-1-40-1-82-3-78.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12], [4:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.13 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-0. (lb) - Max Horz 1=-52(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5 except 7=265(LC 11), 8=269(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 5, 7, 8. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T01 Truss Type Roof Special Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815199 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-DwUIAgC0bfhlWS2SJv?Jb8G_j0egGXtwtzS51?yxQle Scale = 1:47.5 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 5x12 5x10 MT18HS 3x6 3x6 4x8 2x4 3x8 8x8 2x4 5x6 6-9-8 6-9-8 8-11-13 2-2-5 17-3-13 8-4-0 21-11-0 4-7-3 -1-0-0 1-0-0 6-9-8 6-9-8 8-11-13 2-2-5 17-3-13 8-4-0 21-11-0 4-7-3 22-11-0 1-0-0 1-3-04-11-36-10-151-3-04-11-310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-6-0,0-2-2], [5:0-7-0,0-1-14], [6:0-2-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.80 0.51 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.02 (loc) 9-10 9-10 8 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20% GRIP 197/144 197/144 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 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)13=935/0-3-8, 8=935/0-3-8 Max Horz 13=-167(LC 4) Max Uplift 13=-51(LC 6), 8=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-957/117, 3-4=-892/164, 4-5=-714/123, 5-6=-989/107, 2-13=-868/136, 6-8=-906/119 BOT CHORD 10-12=-64/1014, 9-10=-62/1017 WEBS 3-12=-88/845, 4-12=-912/131, 4-9=-348/50, 5-9=0/311, 2-12=-10/426, 6-9=-58/689 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T02 Truss Type Roof Special Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815200 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-h72hO0DeMypc8cdescXY7Mo9uP?o?v046dBeZSyxQld Scale = 1:50.1 1 2 3 4 5 6 7 13 12 11 10 9 814 9x22 MT18HS 5x10 MT18HS 2x4 3x6 3x6 5x8 3x4 8x8 2x4 6x6 3-9-9 3-9-9 7-4-10 3-7-1 15-8-10 8-4-0 21-11-0 6-2-6 -1-0-0 1-0-0 6-9-8 6-9-8 7-4-10 0-7-2 15-8-10 8-4-0 21-11-0 6-2-6 22-11-0 1-0-0 1-3-06-3-36-10-151-3-06-3-310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-3-3,0-2-2], [4:0-0-14,0-1-1], [5:0-4-8,0-2-12], [6:0-2-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.46 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.02 (loc) 9-10 9-10 8 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 95 lb FT = 20% GRIP 197/144 197/144 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 4-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size)13=977/0-3-8, 8=1011/0-3-8 Max Horz 13=167(LC 5) Max Uplift 13=-51(LC 6), 8=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-963/126, 3-4=-1109/189, 4-5=-789/145, 5-6=-1097/114, 2-13=-930/121, 6-8=-971/131 BOT CHORD 10-12=-74/684, 9-10=-15/763 WEBS 3-10=-124/1249, 4-10=-1058/228, 2-12=0/495, 6-9=-85/644 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T03 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815201 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-h72hO0DeMypc8cdescXY7MoDzP?a?5j46dBeZSyxQld Scale = 1:46.9 1 2 3 4 5 6 11 10 9 8 712 6x10 6x6 3x4 3x6 3x4 3x8 5x12 3x4 5x12 7-9-10 7-9-10 14-1-6 6-3-13 21-11-0 7-9-10 -1-0-0 1-0-0 7-9-10 7-9-10 14-1-6 6-3-13 21-11-0 7-9-10 22-11-0 1-0-0 1-3-07-7-37-9-01-3-07-7-310.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-2-8], [4:0-3-13,Edge], [5:0-5-1,0-2-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.57 0.47 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=999/0-3-8, 7=982/0-3-8 Max Horz 11=187(LC 5) Max Uplift 11=-59(LC 6), 7=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/124, 3-4=-652/154, 4-5=-1005/124, 2-11=-932/147, 5-7=-912/147 BOT CHORD 9-11=-238/320, 8-9=-63/672, 7-8=-129/322 WEBS 2-9=-123/439, 5-8=-127/417 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T04 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815202 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-9Jc3bMDG7GxTmmCrQK2ngZLMvpJCkPsDLHxB5uyxQlc Scale = 1:51.7 1 2 3 4 5 6 7 8 13 12 11 10 9 6x6 5x12 3x8 3x4 4x8 3x4 3x4 3x4 4x8 4x8 3x4 9-4-13 9-4-13 12-6-3 3-1-6 21-11-0 9-4-13 -1-0-0 1-0-0 4-9-10 4-9-10 9-4-13 4-7-2 12-6-3 3-1-6 17-1-6 4-7-2 21-11-0 4-9-10 22-11-0 1-0-0 1-3-08-11-39-1-01-3-08-11-310.00 12 Plate Offsets (X,Y)-- [4:0-3-13,Edge], [5:0-6-0,0-2-6] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.64 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.53 0.03 (loc) 9-10 9-10 9 l/defl >999 >490 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)13=934/0-3-8, 9=934/0-3-8 Max Horz 13=-217(LC 4) Max Uplift 13=-61(LC 6), 9=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/106, 3-4=-797/157, 4-5=-543/159, 5-6=-796/157, 6-7=-281/106, 2-13=-328/129, 7-9=-328/129 BOT CHORD 11-13=-94/635, 10-11=0/542, 9-10=0/635 WEBS 4-11=-28/271, 5-10=-38/270, 3-13=-709/29, 6-9=-708/28 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T05 Truss Type Common Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815203 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-eVARpiEuua3KNwn1_1Z0DntW9DaYTx0NZxgldKyxQlb Scale: 3/16"=1' 1 2 3 4 5 6 7 11 10 9 812131415 4x6 3x12 3x8 3x4 3x4 3x6 5x6 5x6 3x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-0-0 1-0-0 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 22-11-0 1-0-0 1-3-010-4-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [6:0-3-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.95 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.72 0.03 (loc) 9-11 9-11 8 l/defl >903 >364 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-8 REACTIONS.(lb/size)11=1064/0-3-8, 8=1064/0-3-8 Max Horz 11=247(LC 5) Max Uplift 11=-62(LC 6), 8=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-417/132, 3-4=-883/158, 4-5=-883/158, 5-6=-417/132, 2-11=-425/148, 6-8=-425/147 BOT CHORD 9-11=-66/730, 8-9=0/730 WEBS 4-9=-95/683, 3-11=-694/25, 5-8=-694/25 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T06 Truss Type Common Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815204 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-eVARpiEuua3KNwn1_1Z0DntW9DaWTxlNZxgldKyxQlb Scale: 3/16"=1' 1 2 3 4 5 6 10 9 8 711121314 4x6 3x6 3x12 3x8 3x4 3x4 3x6 5x6 5x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-0-0 1-0-0 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 1-3-010-4-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.95 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.72 0.03 (loc) 7-8 7-8 7 l/defl >902 >363 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-7 REACTIONS.(lb/size)10=1066/0-3-8, 7=996/0-3-8 Max Horz 10=258(LC 5) Max Uplift 10=-62(LC 6), 7=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/132, 3-4=-885/158, 4-5=-887/158, 5-6=-390/91, 2-10=-424/148, 6-7=-334/83 BOT CHORD 8-10=-76/731, 7-8=-0/737 WEBS 4-8=-96/689, 3-10=-696/25, 5-7=-725/49 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T07 Truss Type Common Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815205 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6hkp02FWftBB?4MDYl4Fl_QhqdwzCFqWobQIAnyxQla Scale: 3/16"=1' 1 2 3 4 5 6 10 9 8 711121314 4x6 3x6 3x12 3x4 3x8 3x4 3x6 5x6 5x6 10-11-8 10-11-8 21-7-8 10-8-0 -1-0-0 1-0-0 5-7-0 5-7-0 10-11-8 5-4-8 16-2-4 5-2-12 21-7-8 5-5-4 1-3-010-4-91-5-1510.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.94 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.03 (loc) 8-10 8-10 7 l/defl >891 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 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 5-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS.(lb/size)10=1054/0-3-8, 7=987/0-1-0 (req. 0-1-9) Max Horz 10=261(LC 5) Max Uplift 10=-62(LC 6), 7=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-417/131, 3-4=-868/157, 4-5=-865/159, 5-6=-309/98, 2-10=-424/147, 6-7=-280/85 BOT CHORD 8-10=-82/719, 7-8=0/698 WEBS 4-8=-97/670, 3-10=-679/26, 5-7=-775/39 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815206 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-auIBEOG9QBJ1dExQ5SbUICzqj1Hoxp2f1F9riDyxQlZ Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11192021 3x6 6x8 5x8 3x6 3x6 3x6 3x6 3x8 3x6 3x8 3x6 3x8 5x12 3x6 5x12 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 40-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-5-4,0-2-4], [9:0-4-15,0-2-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.77 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.40 0.10 (loc) 14-15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1881/0-3-8, 11=1871/0-3-8 Max Horz 18=-284(LC 4) Max Uplift 18=-93(LC 6), 11=-93(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2508/198, 4-5=-2016/260, 5-6=-1546/266, 6-7=-1997/260, 7-9=-2492/198, 2-18=-1810/193, 9-11=-1800/193 BOT CHORD 17-18=-303/396, 15-17=-69/1976, 14-15=-15/1562, 12-14=-8/1963, 11-12=-74/395 WEBS 4-15=-547/176, 5-15=-19/639, 6-14=-2/592, 7-14=-550/176, 2-17=0/1590, 9-12=0/1578 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T09 Truss Type Common Qty 5 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815207 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-auIBEOG9QBJ1dExQ5SbUICzrY1Hzxukf1F9riDyxQlZ Scale = 1:41.8 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x8 2x4 2x4 6x6 3x6 6x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-0-0 1-0-0 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 22-11-0 1-0-0 0-11-06-4-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [6:0-3-15,0-0-0], [8:Edge,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.83 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.04 (loc) 8-9 8-9 8 l/defl >999 >393 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=932/0-3-8, 8=932/0-3-8 Max Horz 11=69(LC 5) Max Uplift 11=-80(LC 6), 8=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/215, 3-4=-941/162, 4-5=-941/162, 5-6=-1203/215, 2-11=-823/213, 6-8=-823/213 BOT CHORD 9-11=-77/970, 8-9=-77/970 WEBS 4-9=-9/503 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T10 Truss Type Scissor Qty 2 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815208 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-24saRkGnBVRuENWcfA6jqPV1WQhugM1pGvvPEfyxQlY Scale = 1:30.6 1 2 3 4 5 8 7 6 4x6 6x10 5x6 6x10 7-5-8 7-5-8 14-11-0 7-5-8 -1-0-0 1-0-0 7-5-8 7-5-8 14-11-0 7-5-8 15-11-0 1-0-0 0-11-04-7-120-11-01-9-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-2-12], [4:0-1-6,0-2-12], [4:Edge,0-5-8], [6:0-0-11,0-2-12], [8:0-0-11,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.53 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.17 (loc) 7-8 7-8 6 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=652/0-3-8, 6=652/0-3-8 Max Horz 8=-52(LC 4) Max Uplift 8=-66(LC 6), 6=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1046/114, 3-4=-1046/114, 2-8=-765/179, 4-6=-765/179 BOT CHORD 7-8=0/858, 6-7=0/858 WEBS 3-7=0/565 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T11 Truss Type Scissor Qty 4 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815209 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-WGPye3HPyoZlsX5oDtdyNd2DPqzFPpMyUZeyn6yxQlX Scale = 1:27.6 1 2 3 4 7 6 5 6x10 4x6 5x6 6x10 7-5-8 7-5-8 14-11-0 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 15-11-0 1-0-0 0-11-04-7-120-11-01-9-86.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-2-12], [3:0-1-6,0-2-12], [3:Edge,0-5-8], [5:0-0-11,0-2-12], [7:0-0-11,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.77 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.23 (loc) 6 5-6 5 l/defl >999 >420 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=575/0-3-8, 5=655/0-3-8 Max Horz 7=-65(LC 4) Max Uplift 7=-27(LC 6), 5=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1039/116, 2-3=-1047/117, 1-7=-671/125, 3-5=-764/180 BOT CHORD 6-7=0/856, 5-6=0/859 WEBS 2-6=0/550 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T12 Truss Type SCISSORS Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815210 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-WGPye3HPyoZlsX5oDtdyNd2JQq1ePoyyUZeyn6yxQlX Scale = 1:29.8 1 2 3 4 5 6 6x10 4x6 6x10 4x6 5x6 4x6 7-5-8 7-5-8 14-11-0 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 0-11-04-7-120-11-01-9-86.00 12 3.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.32 0.56 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.09 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=597/0-3-8, 5=597/Mechanical Max Horz 1=-36(LC 4) Max Uplift 1=-28(LC 6), 5=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1139/176, 3-5=-1139/176 BOT CHORD 1-6=-84/977, 5-6=-84/977 WEBS 3-6=0/595 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) 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815211 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_TzKsPI1j6hcUhf_nb9BvqbJVEIy84q6jDOWJYyxQlW Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13232425 3x6 6x8 5x6 3x8 5x6 5x12 3x6 3x6 3x6 4x6 3x6 3x8 3x6 4x6 5x12 3x8 5x12 3x4 6x6 3x8 MT18HS 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 30-3-5 6-8-13 37-0-2 6-8-13 41-0-2 4-0-0 43-11-0 2-10-14 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 30-3-5 6-8-13 37-0-2 6-8-13 41-0-2 4-0-0 43-11-0 2-10-14 44-11-0 1-0-0 1-1-03-0-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [10:0-9-12,0-2-0], [11:0-2-8,Edge], [13:Edge,0-2-8], [14:0-2-8,0-1-8], [15:0-2-8,0-2-8], [16:0-2-8,0-2-0], [21:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.87 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.59 0.16 (loc) 18-19 16-18 13 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 209 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-19,5-19,5-18,6-18,7-18: 2x4 SPF No.2, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-10 max.): 5-6, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-18, 7-18, 9-16 REACTIONS.(lb/size)22=2071/0-3-8, 13=2002/0-3-8 Max Horz 22=284(LC 5) Max Uplift 22=-93(LC 6), 13=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2799/217, 4-5=-2331/281, 5-6=-1916/290, 6-7=-2416/299, 7-9=-3310/274, 9-10=-4110/304, 10-11=-2358/180, 2-22=-1998/206, 11-13=-1972/181 BOT CHORD 21-22=-302/411, 19-21=-59/2217, 18-19=0/1824, 16-18=-44/2679, 15-16=-203/4167, 14-15=-56/1896 WEBS 4-19=-529/176, 5-19=-17/633, 5-18=-132/329, 6-18=-38/884, 7-18=-1119/189, 7-16=0/856, 9-16=-1604/172, 9-15=-1478/169, 10-15=-171/2699, 10-14=-442/53, 2-21=0/1818, 11-14=-76/1904 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 13=111. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815212 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-SfXi3lJfUQpT5rEBKIgQS27XvefhtcIFyt73r_yxQlV Scale = 1:74.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920 3x6 6x8 5x6 3x8 3x6 3x6 3x6 3x8 3x6 3x8 3x6 3x8 5x12 12x12 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [10:0-1-4,0-0-0], [10:Edge,0-9-7], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.83 0.78 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.39 0.10 (loc) 13-14 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-10,9-11: 2x3 SPF No.2, 2-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1888/0-3-8, 10=1800/0-3-8 Max Horz 17=293(LC 5) Max Uplift 17=-93(LC 6), 10=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2519/199, 4-5=-2028/261, 5-6=-1559/266, 6-7=-2017/263, 7-9=-2530/196, 2-17=-1817/194, 9-10=-1728/152 BOT CHORD 16-17=-310/393, 14-16=-77/1985, 13-14=-22/1571, 11-13=-50/2005, 10-11=-42/286 WEBS 4-14=-548/178, 5-14=-20/639, 6-13=-5/609, 7-13=-586/183, 2-16=0/1602, 9-11=-13/1728 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T15 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815213 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-wr54H5KHFjxKj?pNu?Bf?Fgh02?jc4XOAXtcNQyxQlU Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11192021 3x6 6x8 5x6 3x6 3x6 3x6 3x6 3x8 3x6 3x8 3x6 3x8 5x12 3x6 5x12 3x6 8-10-3 8-10-3 17-5-14 8-7-11 22-5-2 4-11-4 31-0-13 8-7-11 39-11-0 8-10-3 -0-11-0 0-11-0 8-10-3 8-10-3 17-5-14 8-7-11 22-5-2 4-11-4 31-0-13 8-7-11 39-11-0 8-10-3 40-11-0 1-0-0 1-1-012-8-151-1-012-8-158.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-3-0,0-2-3], [9:0-4-15,0-2-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.79 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.52 0.10 (loc) 15-17 15-17 11 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1865/0-3-8, 11=1866/0-3-8 Max Horz 18=-302(LC 4) Max Uplift 18=-95(LC 6), 11=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2504/197, 4-5=-1928/262, 5-6=-1469/269, 6-7=-1920/262, 7-9=-2496/196, 2-18=-1795/190, 9-11=-1795/193 BOT CHORD 17-18=-322/432, 15-17=-66/1967, 14-15=0/1475, 12-14=-1/1960, 11-12=-90/427 WEBS 4-17=0/278, 4-15=-645/189, 5-15=-38/634, 6-14=-26/601, 7-14=-644/189, 7-12=0/277, 2-17=0/1544, 9-12=0/1542 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T15A Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815214 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-P2fTURKw?14BL9OZSjivXTDrCRKCLWXYPAcAwtyxQlT Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11192021 3x6 6x8 5x8 3x6 3x6 3x6 3x6 3x8 3x6 3x8 3x6 3x8 5x12 3x6 5x12 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 40-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-5-4,0-2-4], [9:0-4-15,0-2-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.77 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.40 0.10 (loc) 14-15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1881/0-3-8, 11=1871/0-3-8 Max Horz 18=-284(LC 4) Max Uplift 18=-93(LC 6), 11=-93(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2508/198, 4-5=-2016/260, 5-6=-1546/266, 6-7=-1997/260, 7-9=-2492/198, 2-18=-1810/193, 9-11=-1800/193 BOT CHORD 17-18=-303/396, 15-17=-69/1976, 14-15=-15/1562, 12-14=-8/1963, 11-12=-74/395 WEBS 4-15=-547/176, 5-15=-19/639, 6-14=-2/592, 7-14=-550/176, 2-17=0/1590, 9-12=0/1578 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T16 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815215 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-tEDrinLYmLC2zIzm0QD84gl_yrgL4wOheqMjSJyxQlS Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15272829 3x6 6x6 5x6 3x6 3x4 2x4 4x6 2x4 2x4 3x6 6x6 5x8 6x10 3x4 3x6 5x12 6x10 3x4 3x8 3x6 3x8 5x6 12x12 1-3-0 1-3-0 2-3-8 1-0-8 8-0-0 5-8-8 13-8-8 5-8-8 14-11-14 1-3-6 24-11-2 9-11-4 32-3-13 7-4-11 39-11-0 7-7-3 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 8-0-0 5-8-8 13-8-8 5-8-8 14-11-14 1-3-6 19-11-8 4-11-10 24-11-2 4-11-10 32-3-13 7-4-11 39-11-0 7-7-3 40-11-0 1-0-0 1-1-011-0-151-1-00-8-011-0-158.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [8:0-3-12,0-2-0], [10:0-3-12,0-2-0], [15:0-1-4,0-0-0], [15:Edge,0-9-7], [16:0-2-8,0-1-8], [23:0-7-0,0-3-12] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.78 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.67 0.20 (loc) 18-19 18-19 15 l/defl >999 >710 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-24,7-20: 2x3 SPF No.2, 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-19,9-19,9-18,10-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. 1 Row at midpt 7-21 WEBS 1 Row at midpt 8-19, 9-19, 9-18, 11-18 REACTIONS.(lb/size)26=1795/0-3-8, 15=1859/0-3-8 Max Horz 26=-263(LC 4) Max Uplift 26=-82(LC 6), 15=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1439/117, 3-5=-3025/181, 5-6=-2620/213, 6-7=-2213/259, 7-8=-2133/338, 8-9=-1622/256, 9-10=-1636/259, 10-11=-2093/258, 11-13=-2501/202, 2-26=-1734/152, 13-15=-1785/190 BOT CHORD 25-26=-247/271, 22-23=-268/2649, 21-22=-108/2109, 20-21=-327/0, 18-19=-35/1697, 16-18=-27/1982, 15-16=-49/326 WEBS 3-25=-1803/97, 23-25=-201/1384, 3-23=-136/1821, 5-22=-555/164, 6-22=0/303, 6-21=-492/137, 19-21=0/1779, 8-21=-204/1069, 9-19=-310/188, 9-18=-290/194, 10-18=-26/739, 11-18=-465/169, 2-25=-37/1275, 13-16=0/1666 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 15. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T17 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815216 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-LQnDv7MAXeKvaSYyZ8kNcuIE2F13pPPrtU5H_lyxQlR Scale = 1:79.7 1 2 3 45 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 1528 6x8 5x6 5x8 3x6 3x4 2x4 4x6 6x10 2x4 3x6 3x8 5x8 10x10 3x4 3x6 3x4 3x4 4x10 3x4 3x6 3x8 5x6 3x6 6x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-11 5-1-3 12-5-14 5-1-3 13-8-8 1-2-10 20-6-13 6-10-5 27-5-2 6-10-5 33-6-13 6-1-11 39-11-0 6-4-3 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-11 5-1-3 12-5-14 5-1-3 13-8-8 1-2-10 20-6-13 6-10-5 27-5-2 6-10-5 33-6-13 6-1-11 39-11-0 6-4-3 40-11-0 1-0-0 1-1-09-4-151-1-00-8-09-4-158.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,0-3-0], [4:0-0-0,0-1-12], [7:0-4-4,0-2-4], [10:0-5-12,0-2-0], [13:0-2-8,Edge], [15:Edge,0-2-8], [16:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.75 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.41 0.19 (loc) 17-19 17-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-25,8-20: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-21,10-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-21 WEBS 1 Row at midpt 9-21, 9-19 REACTIONS.(lb/size)27=1707/0-3-8, 15=1755/0-3-8 Max Horz 27=-224(LC 4) Max Uplift 27=-70(LC 6), 15=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1364/123, 3-5=-2859/192, 5-6=-2479/223, 6-7=-2132/264, 7-8=-1776/263, 8-9=-1776/264, 9-10=-1896/280, 10-11=-2089/259, 11-13=-2309/203, 2-27=-1648/158, 13-15=-1686/188 BOT CHORD 23-24=-306/2492, 22-23=-169/1999, 21-22=-131/1696, 8-21=-307/143, 19-20=0/303, 17-19=-5/1649, 16-17=-42/1837 WEBS 3-26=-1710/144, 24-26=-215/1313, 3-24=-152/1706, 5-23=-511/142, 6-23=0/257, 6-22=-432/129, 7-22=-26/507, 7-21=-206/615, 19-21=-114/1601, 9-21=-310/147, 9-19=-366/234, 10-19=-167/514, 10-17=-11/424, 11-17=-259/137, 2-26=-44/1210, 13-16=-22/1609 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 15. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T18 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815217 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-pdLb6TNoIySmCc787rFc95rLwfK7Yp7_58rqWCyxQlQ Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 1426 5x6 3x8 6x6 3x4 2x4 4x6 6x10 2x4 3x8 3x6 6x6 5x8 10x10 3x4 3x6 3x4 3x4 5x12 3x4 3x6 5x6 12x12 1-3-0 1-3-0 2-3-8 1-0-8 6-1-11 3-10-3 9-11-14 3-10-3 13-8-8 3-8-10 21-9-13 8-1-5 29-11-2 8-1-5 39-11-0 9-11-14 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 6-1-11 3-10-3 9-11-14 3-10-3 13-8-8 3-8-10 21-9-13 8-1-5 29-11-2 8-1-5 34-9-13 4-10-11 39-11-0 5-1-3 40-11-0 1-0-0 1-1-07-8-151-1-00-8-07-8-158.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [6:0-4-4,0-2-4], [10:0-3-0,0-2-3], [12:0-1-4,0-0-13], [12:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.95 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.71 0.22 (loc) 15-17 14-15 14 l/defl >999 >670 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-23,7-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-19,10-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 8-19, 11-14 REACTIONS.(lb/size)25=1697/0-3-8, 14=1765/0-3-8 Max Horz 25=-185(LC 4) Max Uplift 25=-57(LC 6), 14=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1357/129, 3-4=-2830/227, 4-5=-2492/230, 5-6=-2257/263, 6-7=-2209/285, 7-8=-2207/286, 8-10=-2303/300, 10-11=-2213/243, 11-12=-394/76, 2-25=-1638/163, 12-14=-395/108 BOT CHORD 21-22=-335/2435, 20-21=-226/2027, 19-20=-196/1819, 7-19=-378/158, 17-18=0/305, 15-17=-50/1777, 14-15=-82/1786 WEBS 3-24=-1704/186, 22-24=-228/1304, 3-22=-178/1650, 4-21=-432/114, 5-20=-313/104, 6-20=-25/359, 6-19=-193/856, 17-19=-213/2004, 8-17=-492/254, 10-17=-204/788, 10-15=0/352, 2-24=-52/1209, 11-14=-1998/170 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T19 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815218 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-DC0klUPgbtqL34rjo_pJnkTvgsKbl9bQn63U7WyxQlN Scale = 1:71.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 142627 5x8 3x6 5x6 3x4 2x4 4x6 6x16 2x4 3x8 3x16 MT18HS 6x6 5x8 10x10 3x4 3x6 3x4 3x4 5x8 3x4 4x8 5x6 3x4 5x8 1-3-0 1-3-0 2-3-8 1-0-8 4-10-11 2-7-3 7-5-14 2-7-3 13-8-8 6-2-10 23-0-13 9-4-5 32-5-2 9-4-5 39-11-0 7-5-14 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 4-10-11 2-7-3 7-5-14 2-7-3 13-8-8 6-2-10 19-11-6 6-2-14 26-2-4 6-2-14 32-5-2 6-2-14 39-11-0 7-5-14 40-11-0 1-0-0 1-1-06-0-151-1-00-8-06-0-158.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [6:0-5-12,0-2-0], [11:0-3-8,0-1-12], [17:0-3-15,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.97 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.77 0.23 (loc) 15-17 15-17 14 l/defl >999 >616 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-23,7-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-1 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10-15 oc bracing: 21-22 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 10-15 REACTIONS.(lb/size)25=1687/0-3-8, 14=1736/0-3-8 Max Horz 25=-147(LC 4) Max Uplift 25=-106(LC 5), 14=-107(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1349/134, 3-4=-2803/303, 4-5=-2481/252, 5-6=-2381/267, 6-7=-2910/358, 7-8=-2889/356, 8-10=-2821/300, 10-11=-1813/226, 11-12=-2300/217, 2-25=-1628/169, 12-14=-1681/208 BOT CHORD 21-22=-357/2397, 20-21=-273/2039, 19-20=-253/1957, 7-19=-394/164, 17-18=-15/384, 15-17=-285/2623, 14-15=-111/392 WEBS 3-24=-1693/219, 22-24=-231/1289, 3-22=-203/1614, 4-21=-401/94, 6-20=0/332, 6-19=-241/1270, 17-19=-351/2602, 8-17=-348/168, 10-17=0/452, 10-15=-1171/253, 11-15=-45/863, 2-24=-60/1204, 12-15=-218/1467 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 12 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=106, 14=107. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815219 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Aa8UAARx7U42IN?6wOrns9YB_g3PD3ejFQYbCPyxQlL Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 6x8 5x6 8x10 5x8 3x6 3x6 3x6 4x6 3x4 3x8 4x8 6x10 4x8 5x12 3x6 6x6 5x10 MT18HS 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 34-6-2 10-11-10 38-6-2 4-0-0 43-11-0 5-4-14 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 29-0-5 5-5-13 34-6-2 5-5-13 38-6-2 4-0-0 43-11-0 5-4-14 44-11-0 1-0-0 1-1-04-8-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-3-0,0-2-3], [9:0-5-12,0-2-0], [10:0-2-8,Edge], [12:Edge,0-2-8], [13:0-2-8,0-2-0], [19:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.98 0.82 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.65 -1.32 0.12 (loc) 14-16 14-16 12 l/defl >800 >396 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-17,5-16,6-16: 2x4 SPF No.2, 2-20: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-9-15 max.): 5-6, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 7-16, 8-14 REACTIONS.(lb/size)20=2103/0-3-8, 12=2069/0-3-8 Max Horz 20=284(LC 5) Max Uplift 20=-93(LC 6), 12=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2852/218, 4-5=-2380/283, 5-6=-2003/285, 6-7=-2493/302, 7-8=-4342/391, 8-9=-3509/257, 9-10=-2709/209, 2-20=-2033/206, 10-12=-1991/197 BOT CHORD 19-20=-301/405, 17-19=-63/2262, 16-17=-9/1864, 14-16=-33/2551, 13-14=-50/2162 WEBS 4-17=-534/176, 5-17=-28/582, 5-16=-118/418, 6-16=-51/973, 7-16=-976/214, 7-14=-130/1785, 8-14=-2612/282, 9-14=-76/2027, 9-13=-337/32, 2-19=0/1868, 10-13=-32/1943 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=111. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815220 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-emisNWRZuoCvwXaIU6M0PM5MT4M6yWktU4I8kryxQlK Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11202122 3x6 6x8 5x8 5x8 5x8 3x6 3x6 3x6 4x6 3x6 3x8 5x6 3x8 5x12 3x6 8x8 3x16 MT18HS 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 32-0-2 8-5-10 36-0-2 4-0-0 43-11-0 7-10-14 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 32-0-2 8-5-10 36-0-2 4-0-0 43-11-0 7-10-14 44-11-0 1-0-0 1-1-06-4-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-4-12,0-2-0], [8:0-5-12,0-2-0], [12:0-2-8,0-1-8], [13:0-2-8,0-2-8], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.98 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.14 (loc) 15-16 13-15 11 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,5-16,5-15,6-15,7-15: 2x4 SPF No.2, 2-19,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-15 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-16, 5-15, 7-15 REACTIONS.(lb/size)19=2059/0-3-8, 11=2010/0-3-8 Max Horz 19=-284(LC 4) Max Uplift 19=-93(LC 6), 11=-115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2781/218, 4-5=-2310/282, 5-6=-1902/293, 6-7=-2412/281, 7-8=-2858/275, 8-9=-2661/216, 2-19=-1987/206, 9-11=-1926/213 BOT CHORD 18-19=-304/408, 16-18=-75/2203, 15-16=-22/1806, 13-15=-69/2875, 12-13=-15/2085, 11-12=-120/509 WEBS 4-16=-532/176, 5-16=-22/627, 5-15=-132/338, 6-15=0/779, 7-15=-1200/184, 7-13=-955/156, 8-13=-94/1429, 2-18=0/1807, 9-12=0/1588 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=115. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815221 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6zGEasSBf6KmYh9U1ptFxadZJTkRh0q0ik1iGIyxQlJ Scale = 1:82.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 3x8 5x6 5x6 3x8 3x6 3x8 MT18HS 3x6 4x8 3x8 3x4 3x8 3x6 4x8 8x8 12x12 3x8 MT18HS 8-1-12 8-1-12 16-1-0 7-11-4 27-3-0 11-2-0 35-4-0 8-1-0 43-7-8 8-3-8 8-1-12 8-1-12 16-1-0 7-11-4 21-8-0 5-7-0 27-3-0 5-7-0 35-4-0 8-1-0 43-7-8 8-3-8 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-9], [4:0-3-0,0-2-3], [6:0-3-0,0-2-3], [10:0-1-4,0-0-0], [10:Edge,0-9-7], [11:0-2-8,0-2-0], [16:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.84 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.60 -1.05 0.11 (loc) 13-14 13-14 10 l/defl >871 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-13,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13 REACTIONS.(lb/size)17=2014/Mechanical, 10=2011/0-3-8 Max Horz 17=-283(LC 4) Max Uplift 17=-53(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2770/219, 3-4=-2376/283, 4-5=-1862/282, 5-6=-1874/283, 6-7=-2394/283, 7-9=-2850/222, 1-17=-1935/168, 9-10=-1930/169 BOT CHORD 16-17=-268/333, 14-16=-126/2207, 13-14=-51/1945, 11-13=-71/2271, 10-11=-39/311 WEBS 3-14=-473/187, 4-14=-31/864, 5-14=-344/210, 5-13=-320/213, 6-13=-29/868, 7-13=-529/190, 1-16=-46/1996, 9-11=-38/1970 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815222 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-a9pdoCTpQPSd9rkhbXPUUnAk0t4TQRsAxOnFokyxQlI Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x8 6x8 5x6 5x6 5x8 3x6 12x12 3x6 3x6 4x8 3x6 4x8 4x6 3x4 3x6 4x6 12x12 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 26-9-0 3-2-8 30-9-0 4-0-0 37-2-12 6-5-12 43-11-0 6-8-4 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 26-9-0 3-2-8 30-9-0 4-0-0 37-2-12 6-5-12 43-11-0 6-8-4 44-11-0 1-0-0 1-1-09-10-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [5:0-3-8,0-2-8], [7:0-5-12,0-2-0], [12:Edge,0-9-7], [12:0-1-4,0-0-0], [13:0-2-8,0-2-0], [16:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:Edge,0-9-7], [21:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.86 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.47 0.13 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 222 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-18,4-18,4-17,5-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-15 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-17, 6-17, 6-16, 8-14 REACTIONS.(lb/size)21=1984/0-3-8, 12=1984/0-3-8 Max Horz 21=-292(LC 4) Max Uplift 21=-55(LC 6), 12=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2816/220, 3-4=-2327/287, 4-5=-1893/295, 5-6=-2281/321, 6-7=-2169/284, 7-8=-2430/275, 8-10=-2670/214, 1-21=-1911/167, 10-12=-1915/196 BOT CHORD 20-21=-263/358, 18-20=-98/2243, 17-18=-45/1818, 16-17=0/2175, 14-16=0/1925, 13-14=-47/2133, 12-13=-33/272 WEBS 3-18=-567/183, 4-18=-19/664, 4-17=-134/296, 5-17=-71/907, 6-17=-887/169, 6-16=-566/115, 7-16=-94/647, 7-14=-19/375, 8-14=-290/136, 1-20=-31/1954, 10-13=-21/1876 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 12=111. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T24 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815223 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-2LN??YURBjaUn?Jt9Ewj0?itiHQ?9tOJA2WoLAyxQlH Scale = 1:82.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12212223 3x6 6x8 5x6 5x6 5x8 3x6 3x6 3x6 4x6 3x6 3x8 5x6 3x4 4x6 5x12 12x12 3x8 MT18HS 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 29-3-0 5-8-8 33-3-0 4-0-0 43-11-0 10-8-0 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 29-3-0 5-8-8 33-3-0 4-0-0 38-5-12 5-2-12 43-11-0 5-5-4 44-11-0 1-0-0 1-1-08-2-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [8:0-5-12,0-2-0], [10:0-1-4,0-0-13], [12:Edge,0-3-8], [14:0-2-8,0-2-8], [19:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.84 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.74 0.14 (loc) 12-13 12-13 12 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-17,5-17,5-16,6-16: 2x4 SPF No.2, 2-20: 2x6 SPF No.2 9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-6 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 7-16, 7-14, 9-12 REACTIONS.(lb/size)20=2070/0-3-8, 12=1994/0-3-8 Max Horz 20=284(LC 5) Max Uplift 20=-93(LC 6), 12=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2798/220, 4-5=-2330/284, 5-6=-1916/293, 6-7=-2376/303, 7-8=-2481/279, 8-9=-2549/246, 9-10=-478/78, 2-20=-1998/207, 10-12=-446/109 BOT CHORD 19-20=-304/410, 17-19=-87/2217, 16-17=-34/1823, 14-16=-22/2491, 13-14=0/2042, 12-13=-85/2069 WEBS 4-17=-529/176, 5-17=-17/633, 5-16=-132/330, 6-16=-39/873, 7-16=-984/170, 7-14=-752/112, 8-14=-97/991, 8-13=0/359, 2-19=0/1818, 9-12=-2268/175 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=111. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T25 Truss Type Piggyback Base Qty 5 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815224 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-WYxNDuU3y1iLP8u3jyRyZCF4Yhl7uNaSOiGMtcyxQlG Scale = 1:82.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 3x8 5x6 5x6 3x8 3x6 3x8 MT18HS 3x6 4x8 3x8 3x4 3x8 3x6 4x8 8x8 12x12 3x8 MT18HS 8-1-12 8-1-12 16-1-0 7-11-4 27-3-0 11-2-0 35-4-0 8-1-0 43-7-8 8-3-8 8-1-12 8-1-12 16-1-0 7-11-4 21-8-0 5-7-0 27-3-0 5-7-0 35-4-0 8-1-0 43-7-8 8-3-8 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-9], [4:0-3-0,0-2-3], [6:0-3-0,0-2-3], [10:0-1-4,0-0-0], [10:Edge,0-9-7], [11:0-2-8,0-2-0], [16:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.84 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.60 -1.05 0.11 (loc) 13-14 13-14 10 l/defl >871 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-13,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13 REACTIONS.(lb/size)17=2014/Mechanical, 10=2011/0-3-8 Max Horz 17=-283(LC 4) Max Uplift 17=-53(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2770/219, 3-4=-2376/283, 4-5=-1862/282, 5-6=-1874/283, 6-7=-2394/283, 7-9=-2850/222, 1-17=-1935/168, 9-10=-1930/169 BOT CHORD 16-17=-268/333, 14-16=-126/2207, 13-14=-51/1945, 11-13=-71/2271, 10-11=-39/311 WEBS 3-14=-473/187, 4-14=-31/864, 5-14=-344/210, 5-13=-320/213, 6-13=-29/868, 7-13=-529/190, 1-16=-46/1996, 9-11=-38/1970 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T25A Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815225 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_kVlQDViiKqC0ITGGfyB6QoHP56adr?cdM?vP3yxQlF Scale = 1:87.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11192021 3x6 6x10 5x8 3x6 3x6 3x8 3x6 4x6 3x6 3x8 3x6 4x6 3x8 3x6 8x8 8x8 8-10-3 8-10-3 17-5-14 8-7-11 26-5-2 8-11-4 35-0-13 8-7-11 43-11-0 8-10-3 -0-11-0 0-11-0 8-10-3 8-10-3 17-5-14 8-7-11 26-5-2 8-11-4 35-0-13 8-7-11 43-11-0 8-10-3 44-11-0 1-0-0 1-1-012-8-151-1-012-8-158.00 12 Plate Offsets (X,Y)-- [5:0-6-8,0-1-12], [6:0-4-12,0-2-0], [12:0-2-8,0-2-0], [17:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.73 0.83 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.49 0.11 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,8-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS.(lb/size)18=2087/0-3-8, 11=2077/0-3-8 Max Horz 18=-302(LC 4) Max Uplift 18=-95(LC 6), 11=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2839/220, 3-5=-2311/285, 5-6=-1780/290, 6-8=-2285/285, 8-9=-2817/220, 2-18=-2010/206, 9-11=-2002/209 BOT CHORD 17-18=-324/480, 15-17=-86/2243, 14-15=-31/1803, 12-14=-20/2224, 11-12=-88/472 WEBS 3-15=-579/191, 5-15=-11/730, 6-14=0/674, 8-14=-582/190, 2-17=0/1773, 9-12=0/1762 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T26 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815226 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Sw37eZWKTey3eS2SqMTQedKP2URbMH3ls0lTyVyxQlE Scale = 1:82.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 3x8 5x6 5x6 3x8 3x6 3x8 MT18HS 3x6 4x8 3x8 3x4 3x8 3x6 4x8 8x8 12x12 3x8 MT18HS 8-1-12 8-1-12 16-1-0 7-11-4 27-3-0 11-2-0 35-4-0 8-1-0 43-7-8 8-3-8 8-1-12 8-1-12 16-1-0 7-11-4 21-8-0 5-7-0 27-3-0 5-7-0 35-4-0 8-1-0 43-7-8 8-3-8 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-9], [4:0-3-0,0-2-3], [6:0-3-0,0-2-3], [10:0-1-4,0-0-0], [10:Edge,0-9-7], [11:0-2-8,0-2-0], [16:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.84 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.60 -1.05 0.11 (loc) 13-14 13-14 10 l/defl >871 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-13,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13 REACTIONS.(lb/size)17=2014/Mechanical, 10=2011/0-3-8 Max Horz 17=-283(LC 4) Max Uplift 17=-53(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2770/219, 3-4=-2376/283, 4-5=-1862/282, 5-6=-1874/283, 6-7=-2394/283, 7-9=-2850/222, 1-17=-1935/168, 9-10=-1930/169 BOT CHORD 16-17=-268/333, 14-16=-126/2207, 13-14=-51/1945, 11-13=-71/2271, 10-11=-39/311 WEBS 3-14=-473/187, 4-14=-31/864, 5-14=-344/210, 5-13=-320/213, 6-13=-29/868, 7-13=-529/190, 1-16=-46/1996, 9-11=-38/1970 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T27 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815227 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-x7dWrvXyEy5wGcceO4_fBrtbcuoW5kmv5gU0UxyxQlD Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425 3x6 6x8 6x8 3x6 3x6 3x6 3x6 4x8 3x4 3x8 2x4 3x4 3x6 4x8 6x6 3x6 6x6 3x6 3x8 7-7-3 7-7-3 14-11-14 7-4-11 21-11-8 6-11-10 28-11-2 6-11-10 36-3-13 7-4-11 43-11-0 7-7-3 -0-11-0 0-11-0 7-7-3 7-7-3 14-11-14 7-4-11 21-11-8 6-11-10 28-11-2 6-11-10 36-3-13 7-4-11 43-11-0 7-7-3 44-11-0 1-0-0 1-1-011-0-151-1-011-0-158.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [7:0-4-8,0-1-12], [13:0-2-8,0-2-0], [20:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.80 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.43 0.13 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-18,8-15,8-13,2-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-15 REACTIONS.(lb/size)21=2089/0-3-8, 12=2095/0-3-8 Max Horz 21=-263(LC 4) Max Uplift 21=-82(LC 6), 12=-84(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2853/224, 4-5=-2463/286, 5-6=-2169/303, 6-7=-2169/303, 7-8=-2462/286, 8-10=-2853/224, 2-21=-2018/203, 10-12=-2024/206 BOT CHORD 20-21=-275/377, 18-20=-145/2272, 16-18=-100/1943, 15-16=0/1942, 13-15=-42/2271, 12-13=-58/372 WEBS 4-18=-440/163, 5-18=-15/558, 5-16=-182/549, 6-16=-463/202, 7-16=-182/549, 7-15=-15/558, 8-15=-439/163, 2-20=0/1908, 10-13=0/1912 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) The Fabrication Tolerance at joint 2 = 8%, joint 10 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T28 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815228 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-x7dWrvXyEy5wGcceO4_fBrtbIulp5kgv5gU0UxyxQlD Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 1423242526 3x6 5x6 3x6 5x6 3x6 3x6 3x16 MT18HS 3x6 4x8 4x8 3x4 3x4 3x4 4x8 3x6 4x8 6x6 3x6 6x6 3x16 MT18HS 6-4-3 6-4-3 12-5-14 6-1-11 21-11-8 9-5-10 31-5-2 9-5-10 37-6-13 6-1-11 43-11-0 6-4-3 -0-11-0 0-11-0 6-4-3 6-4-3 12-5-14 6-1-11 18-9-10 6-3-12 25-1-6 6-3-12 31-5-2 6-3-12 37-6-13 6-1-11 43-11-0 6-4-3 44-11-0 1-0-0 1-1-09-4-151-1-09-4-158.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [5:0-3-8,0-1-12], [9:0-3-8,0-1-12], [12:0-2-8,Edge], [14:Edge,0-2-8], [15:0-2-8,0-2-0], [21:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.97 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.70 0.14 (loc) 18-20 18-20 14 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-20,7-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-16 REACTIONS.(lb/size)22=2024/0-3-8, 14=2029/0-3-8 Max Horz 22=-224(LC 4) Max Uplift 22=-68(LC 6), 14=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2717/228, 4-5=-2546/281, 5-6=-2037/272, 6-7=-2549/297, 7-9=-2036/272, 9-10=-2546/281, 10-12=-2716/227, 2-22=-1950/202, 12-14=-1955/205 BOT CHORD 21-22=-225/271, 20-21=-196/2176, 18-20=-187/2466, 16-18=-144/2465, 15-16=-62/2175, 14-15=-21/264 WEBS 5-20=-42/1006, 6-20=-857/206, 6-18=-1/326, 7-18=-1/328, 7-16=-857/206, 9-16=-42/1005, 2-21=-42/1924, 12-15=-43/1928 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T29 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815229 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-PJBu2FYa?FDntmBqynWuj2Qk3I6Gq6n2JKEZ0OyxQlC Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219202122 5x6 3x6 5x6 5x16 MT18HS4x8 3x8 3x4 3x4 3x4 4x8 3x8 12x12 12x12 5x16 MT18HS 9-11-14 9-11-14 21-11-8 11-11-10 33-11-2 11-11-10 43-11-0 9-11-14 -0-11-0 0-11-0 5-1-3 5-1-3 9-11-14 4-10-11 17-11-10 7-11-12 25-11-6 7-11-12 33-11-2 7-11-12 38-9-13 4-10-11 43-11-0 5-1-3 44-11-0 1-0-0 1-1-07-8-151-1-07-8-158.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-4,0-0-13], [4:0-3-4,0-2-4], [8:0-3-4,0-2-4], [10:0-1-4,0-0-13], [12:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.90 0.96 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.57 -1.07 0.17 (loc) 15-17 15-17 12 l/defl >913 >490 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-17,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-10 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS.(lb/size)18=2039/0-3-8, 12=2044/0-3-8 Max Horz 18=-185(LC 4) Max Uplift 18=-77(LC 5), 12=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/94, 3-4=-2677/262, 4-5=-2176/251, 5-7=-3151/311, 7-8=-2175/251, 8-9=-2677/261, 9-10=-399/94, 2-18=-399/115, 10-12=-402/118 BOT CHORD 17-18=-255/2129, 15-17=-304/3001, 13-15=-261/3001, 12-13=-97/2128 WEBS 4-17=-26/1068, 5-17=-1206/258, 5-15=0/367, 7-15=0/367, 7-13=-1206/257, 8-13=-26/1067, 3-18=-2439/171, 9-12=-2442/171 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T30 Truss Type Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815230 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-tVlGGbYCmZLeVwm1VV17GGywuiVkZd_BY_z7YqyxQlB Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11192021222324 5x6 3x6 5x6 3x4 3x16 MT18HS5x8 4x6 4x6 3x4 4x6 4x6 5x8 5x12 3x4 5x12 3x16 MT18HS 7-5-14 7-5-14 17-1-10 9-7-12 26-9-6 9-7-12 36-5-2 9-7-12 43-11-0 7-5-14 -0-11-0 0-11-0 7-5-14 7-5-14 14-8-11 7-2-13 21-11-8 7-2-13 29-2-5 7-2-13 36-5-2 7-2-13 43-11-0 7-5-14 44-11-0 1-0-0 1-1-06-0-151-1-06-0-158.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [3:0-3-4,0-2-4], [8:0-3-4,0-2-4], [9:0-4-15,0-2-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.89 0.75 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.80 0.17 (loc) 14-15 14-15 11 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-17,7-12: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-5-11 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-12 REACTIONS.(lb/size)18=1997/0-3-8, 11=2002/0-3-8 Max Horz 18=-147(LC 4) Max Uplift 18=-135(LC 5), 11=-135(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2674/250, 3-4=-2127/242, 4-5=-3622/378, 5-7=-3622/378, 7-8=-2126/242, 8-9=-2673/250, 2-18=-1937/221, 9-11=-1942/224 BOT CHORD 17-18=-200/413, 15-17=-417/3387, 14-15=-445/3797, 12-14=-361/3387, 11-12=-110/408 WEBS 3-17=-48/1048, 4-17=-1675/298, 4-15=0/634, 5-15=-301/137, 5-14=-301/138, 7-14=0/634, 7-12=-1675/298, 8-12=-48/1048, 2-17=-244/1767, 9-12=-248/1768 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=135, 11=135. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T31 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815231 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-LiIeTxZqXsTU73LD3CYMpTV8b6nRI2nLnejg5GyxQlA Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12212223 3x6 6x8 5x8 5x6 5x8 3x6 3x6 3x6 4x6 3x6 3x8 5x6 3x4 3x8 5x12 12x12 3x8 MT18HS 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 30-9-2 7-2-10 34-9-2 4-0-0 43-11-0 9-1-14 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 30-9-2 7-2-10 34-9-2 4-0-0 39-2-13 4-5-11 43-11-0 4-8-3 44-11-0 1-0-0 1-1-07-2-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [5:0-4-8,0-1-12], [6:0-5-4,0-2-4], [8:0-5-12,0-2-0], [10:0-1-4,0-0-13], [12:Edge,0-3-8], [14:0-2-8,0-2-8], [19:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.91 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.56 0.16 (loc) 16-17 12-13 12 l/defl >999 >934 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,7-8,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-17,5-16,6-16,7-16: 2x4 SPF No.2, 2-20: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 7-16, 7-14, 9-12 REACTIONS.(lb/size)20=2070/0-3-8, 12=2006/0-3-8 Max Horz 20=284(LC 5) Max Uplift 20=-93(LC 6), 12=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2798/219, 4-5=-2329/283, 5-6=-1920/293, 6-7=-2409/291, 7-8=-2697/277, 8-9=-2596/241, 9-10=-402/70, 2-20=-1998/207, 10-12=-394/101 BOT CHORD 19-20=-300/420, 17-19=-80/2216, 16-17=-27/1822, 14-16=-50/2710, 13-14=0/2093, 12-13=-84/2046 WEBS 4-17=-529/177, 5-17=-20/629, 5-16=-130/339, 6-16=-14/830, 7-16=-1096/176, 7-14=-863/141, 8-14=-101/1226, 2-19=0/1808, 9-12=-2341/174 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=111. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T32 Truss Type Half Hip Qty 3 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815232 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-pus0hHaSIAbLkDwPdw3bLh2STVLL1heU?ISEdiyxQl9 Scale = 1:18.4 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 2-2-6 2-2-6 3-9-8 1-7-2 -1-0-0 1-0-0 2-2-6 2-2-6 3-9-8 1-7-2 1-3-03-1-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=133/Mechanical, 7=220/0-3-8 Max Horz 7=95(LC 5) Max Uplift 5=-39(LC 5), 7=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T33 Truss Type Common Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815233 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-pus0hHaSIAbLkDwPdw3bLh2KIVFf1fZU?ISEdiyxQl9 Scale: 1/4"=1' 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 8x10 8x10 7-9-8 7-9-8 15-7-0 7-9-8 -0-11-4 0-11-4 7-9-8 7-9-8 15-7-0 7-9-8 16-6-4 0-11-4 1-3-07-8-151-3-010.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [4:0-4-4,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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.40 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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* 2-8,4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=675/0-3-8, 6=675/0-3-8 Max Horz 8=-187(LC 4) Max Uplift 8=-54(LC 6), 6=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-602/93, 3-4=-602/93, 2-8=-609/121, 4-6=-609/121 BOT CHORD 7-8=-267/327, 6-7=-133/327 WEBS 3-7=0/313, 2-7=-107/281, 4-7=-112/286 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T34 Truss Type Half Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815234 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-H4QPudb53UjCMNVcBdaquuadovf1m8meEyCn99yxQl8 Scale = 1:18.4 1 2 3 4 8 7 6 5 2x4 2x4 5x6 3x4 3x4 3x4 6x6 2-3-8 2-3-8 3-9-8 1-6-0 -0-11-4 0-11-4 2-2-6 2-2-6 3-9-8 1-7-2 1-3-03-1-00-3-82-9-82-5-00-8-03-1-010.00 12 Plate Offsets (X,Y)-- [3:0-2-4,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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.14 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 6 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=15/Mechanical, 8=215/0-3-8, 4=119/Mechanical Max Horz 8=86(LC 5) Max Uplift 8=-25(LC 6), 4=-47(LC 5) Max Grav 5=30(LC 2), 8=215(LC 1), 4=119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T35 Truss Type Common Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815235 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-lH_n6ybjqnr3_X4okL53Q67esJyPVaBnTcxKhbyxQl7 Scale = 1:43.0 1 2 3 4 7 6 5 4x6 8x8 2x4 2x4 3x8 8x8 6-9-8 6-9-8 13-7-0 6-9-8 -1-0-0 1-0-0 6-9-8 6-9-8 13-7-0 6-9-8 1-3-06-10-151-3-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=604/0-3-8, 5=532/0-3-8 Max Horz 7=178(LC 5) Max Uplift 7=-50(LC 6), 5=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/82, 3-4=-523/78, 2-7=-544/111, 4-5=-473/74 WEBS 3-6=0/268 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T36 Truss Type Roof Special Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815236 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-lH_n6ybjqnr3_X4okL53Q67dUJr5VR8nTcxKhbyxQl7 Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 4x10 5x8 3x4 3x6 4x8 2x4 8x8 2x4 5x6 4x8 6-9-8 6-9-8 12-2-3 5-4-11 20-6-3 8-4-0 21-11-0 1-4-13 -1-0-0 1-0-0 6-9-8 6-9-8 12-2-3 5-4-11 20-6-3 8-4-0 21-11-0 1-4-13 22-11-0 1-0-0 1-3-02-3-36-10-151-3-02-3-310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [5:0-5-4,0-2-4], [6:0-2-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.79 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.45 0.07 (loc) 10 9-10 8 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS.(lb/size)13=935/0-3-8, 8=935/0-3-8 Max Horz 13=169(LC 5) Max Uplift 13=-51(LC 6), 8=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-962/114, 3-4=-941/123, 4-5=-660/73, 5-6=-761/55, 2-13=-871/133, 6-8=-1051/57 BOT CHORD 10-12=-124/2419, 9-10=-120/2425 WEBS 3-12=-23/724, 4-12=-1901/222, 4-10=0/260, 4-9=-1815/147, 5-9=0/267, 2-12=-21/449, 6-9=-29/911 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T37 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815237 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-DTY9JIcLb5zwbhf_I2cIzJgoFjCDEu_xiFhuE1yxQl6 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425 3x8 5x8 5x6 6x8 3x6 3x6 3x6 3x6 4x8 3x6 3x4 5x6 3x4 3x6 3x6 4x6 8x8 3x6 6x6 3x6 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 23-11-8 0-8-8 27-11-8 4-0-0 35-8-4 7-8-12 43-7-8 7-11-4 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 23-11-8 0-8-8 27-11-8 4-0-0 35-8-4 7-8-12 43-7-8 7-11-4 44-7-8 1-0-0 1-3-511-6-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-9], [4:0-3-12,0-2-0], [5:0-5-12,0-2-0], [7:0-4-8,0-1-12], [13:0-2-8,0-2-0], [20:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.73 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.43 0.11 (loc) 13-15 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,6-7,9-11: 2x4 SPF No.2, 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,3-18,8-15,8-13,1-21,1-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-8 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-17, 6-16, 8-15 REACTIONS.(lb/size)21=2009/Mechanical, 12=2066/0-3-8 Max Horz 21=-296(LC 4) Max Uplift 21=-53(LC 6), 12=-112(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2770/217, 3-4=-2357/287, 4-5=-1971/300, 5-6=-2031/272, 6-7=-1954/285, 7-8=-2378/284, 8-10=-2818/219, 1-21=-1937/167, 10-12=-1995/203 BOT CHORD 20-21=-263/343, 18-20=-112/2207, 17-18=-61/1828, 16-17=-7/1964, 15-16=0/1867, 13-15=-34/2239, 12-13=-68/389 WEBS 3-18=-502/181, 4-18=-22/631, 4-17=-130/419, 5-17=0/428, 6-16=-781/74, 7-16=-194/441, 7-15=-41/614, 8-15=-495/164, 1-20=-42/2006, 10-13=0/1862 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 10 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 12=112. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T38 Truss Type Piggyback Base Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815238 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-if6XXedzMP5nDrEBsl8XWXCyn6WizLI4wvQRmUyxQl5 Scale = 1:82.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 3x8 5x6 5x6 3x8 3x6 3x8 MT18HS 3x6 4x8 3x8 3x4 3x8 3x6 4x8 8x8 12x12 3x8 MT18HS 8-1-12 8-1-12 16-1-0 7-11-4 27-3-0 11-2-0 35-4-0 8-1-0 43-7-8 8-3-8 8-1-12 8-1-12 16-1-0 7-11-4 21-8-0 5-7-0 27-3-0 5-7-0 35-4-0 8-1-0 43-7-8 8-3-8 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-9], [4:0-3-0,0-2-3], [6:0-3-0,0-2-3], [10:0-1-4,0-0-0], [10:Edge,0-9-7], [11:0-2-8,0-2-0], [16:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.84 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.60 -1.05 0.11 (loc) 13-14 13-14 10 l/defl >871 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-13,6-13,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13 REACTIONS.(lb/size)17=2014/Mechanical, 10=2011/0-3-8 Max Horz 17=-283(LC 4) Max Uplift 17=-53(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2770/219, 3-4=-2376/283, 4-5=-1862/282, 5-6=-1874/283, 6-7=-2394/283, 7-9=-2850/222, 1-17=-1935/168, 9-10=-1930/169 BOT CHORD 16-17=-268/333, 14-16=-126/2207, 13-14=-51/1945, 11-13=-71/2271, 10-11=-39/311 WEBS 3-14=-473/187, 4-14=-31/864, 5-14=-344/210, 5-13=-320/213, 6-13=-29/868, 7-13=-529/190, 1-16=-46/1996, 9-11=-38/1970 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T39 Truss Type Common Qty 2 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815239 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Argvk_eb7iDer_oNPTfm2klDjWw7ipJD9ZA_IwyxQl4 Scale = 1:55.5 1 2 3 4 5 6 7 11 10 9 8 4x6 3x8 3x8 3x4 3x4 3x4 4x6 4x6 3x4 9-3-12 9-3-12 18-7-8 9-3-12 -1-0-0 1-0-0 4-9-2 4-9-2 9-3-12 4-6-10 13-10-6 4-6-10 18-7-8 4-9-2 19-7-8 1-0-0 1-3-09-0-21-3-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [6:0-2-0,0-1-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.47 0.64 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.02 (loc) 9-11 9-11 8 l/defl >999 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=803/0-3-8, 8=803/0-3-8 Max Horz 11=-216(LC 4) Max Uplift 11=-57(LC 6), 8=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-635/136, 4-5=-635/136, 2-11=-297/135, 6-8=-297/135 BOT CHORD 9-11=-60/523, 8-9=0/523 WEBS 4-9=-83/471, 3-11=-588/17, 5-8=-588/17 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T40 Truss Type Roof Special Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815240 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-e2DIxKeDu0LVS8NZzAA?byIJFwGsREPNODvYqMyxQl3 Scale = 1:47.1 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 4x10 5x10 MT18HS 3x6 3x6 3x8 2x4 8x8 2x4 5x6 3x8 6-9-8 6-9-8 10-7-0 3-9-8 18-11-0 8-4-0 21-11-0 3-0-0 -1-0-0 1-0-0 6-9-8 6-9-8 10-7-0 3-9-8 18-11-0 8-4-0 21-11-0 3-0-0 22-11-0 1-0-0 1-3-03-7-36-10-151-3-03-7-310.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [5:0-7-0,0-1-14], [6:0-2-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.80 0.54 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.04 (loc) 9-10 9-10 8 l/defl >999 >782 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 88 lb FT = 20% GRIP 197/144 197/144 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 5-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)13=935/0-3-8, 8=935/0-3-8 Max Horz 13=167(LC 5) Max Uplift 13=-51(LC 6), 8=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-956/116, 3-4=-906/144, 4-5=-735/103, 5-6=-957/94, 2-13=-867/135, 6-8=-939/103 BOT CHORD 10-12=-29/1452, 9-10=-27/1456 WEBS 3-12=-56/773, 4-12=-1102/148, 4-9=-779/63, 5-9=0/324, 2-12=-16/428, 6-9=-41/794 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T41 Truss Type Half Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815241 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-e2DIxKeDu0LVS8NZzAA?byIU7wOfRP5NODvYqMyxQl3 Scale = 1:17.5 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x4 2-0-0 2-0-0 4-2-2 2-2-2 -1-0-0 1-0-0 2-0-0 2-0-0 4-2-2 2-2-2 1-3-02-11-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.11 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: 20 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 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/Mechanical, 7=234/0-3-8 Max Horz 7=90(LC 5) Max Uplift 5=-35(LC 5), 7=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T42 Truss Type Half Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815242 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6Eng9gfrfKTM4IylXuhE79qdYKk?As7Wctf5NpyxQl2 Scale = 1:22.6 1 2 3 4 7 6 5 5x6 2x4 3x4 2x4 3x4 3x4 2-1-1 2-1-1 4-2-2 2-1-1 -1-0-0 1-0-0 3-2-6 3-2-6 4-2-2 0-11-11 1-3-03-11-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.04 0.04 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: 23 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 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/Mechanical, 7=234/0-3-8 Max Horz 7=120(LC 5) Max Uplift 5=-49(LC 5), 7=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T43 Truss Type Half Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815243 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6Eng9gfrfKTM4IylXuhE79qekKjRAs3Wctf5NpyxQl2 Scale = 1:22.1 1 2 3 4 7 6 5 3x4 2x4 3x4 4x6 3x4 3x6 3-0-14 3-0-14 4-2-2 1-1-3 -1-0-0 1-0-0 3-0-14 3-0-14 4-2-2 1-1-3 1-3-03-9-120-3-83-6-43-9-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=120/Mechanical, 7=234/0-3-8, 4=30/Mechanical Max Horz 7=117(LC 5) Max Uplift 5=-38(LC 5), 7=-24(LC 6), 4=-12(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss T44 Truss Type Half Hip Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815244 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-aQL2M0gUPdbDiSXy5bCTgNNqtk46vJbgrXOfvFyxQl1 Scale = 1:16.9 1 2 3 4 7 6 5 4x6 3x4 2x4 3x4 3x4 3x6 1-10-8 1-10-8 4-2-2 2-3-10 -1-0-0 1-0-0 1-10-8 1-10-8 4-2-2 2-3-10 1-3-02-9-120-3-82-6-42-9-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=84/Mechanical, 7=234/0-3-8, 4=66/Mechanical Max Horz 7=87(LC 5) Max Uplift 5=-13(LC 5), 7=-32(LC 6), 4=-26(LC 4) Max Grav 5=94(LC 2), 7=234(LC 1), 4=66(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815245 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-2dvQaMh6Axj4Jc68eJjiCawrl7J_egPp4B8CRhyxQl0 Scale = 1:39.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 4x8 4x8 8x8 4x6 3x6 3x6 3x4 3x8 3x6 3x6 8x8 3-11-0 3-11-0 7-7-8 3-8-8 14-3-8 6-8-0 18-0-0 3-8-8 21-11-0 3-11-0 -1-0-0 1-0-0 3-11-0 3-11-0 7-7-8 3-8-8 14-3-8 6-8-0 18-0-0 3-8-8 21-11-0 3-11-0 22-11-0 1-0-0 0-11-04-8-120-11-04-8-126.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-2-0], [5:0-5-0,0-2-0], [9:0-3-4,0-2-8], [9:0-2-7,0-1-4], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8], [15:0-2-7,0-1-4], [15:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.45 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.14 0.03 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=1426/0-3-8, 9=1299/0-3-8 Max Horz 15=51(LC 16) Max Uplift 15=-374(LC 5), 9=-341(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1929/519, 3-4=-1726/521, 4-5=-1493/485, 5-6=-1686/512, 6-7=-1783/480, 2-15=-1270/364, 7-9=-1190/342 BOT CHORD 14-15=-130/412, 12-14=-436/1667, 11-12=-394/1531, 10-11=-351/1537, 9-10=-77/358 WEBS 4-12=-25/415, 5-11=0/398, 2-14=-315/1273, 7-10=-291/1196 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=374, 9=341. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 83 lb up at 8-0-12, 52 lb down and 83 lb up at 10-0-12, and 52 lb down and 83 lb up at 12-0-12, and 63 lb down and 83 lb up at 14-3-8 on top chord, and 122 lb down and 39 lb up at 2-0-12, 129 lb down and 47 lb up at 4-0-12, 129 lb down and 61 lb up at 6-0-12, 38 lb down and 13 lb up at 8-0-12, 38 lb down and 13 lb up at 10-0-12, 38 lb down and 13 lb up at 12-0-12, 38 lb down and 13 lb up at 14-0-12, 100 lb down and 50 lb up at 16-0-12, and 64 lb down and 25 lb up at 18-0-12, and 149 lb down and 47 lb up at 20-0-12 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 Continued on page 2 July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815245 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-2dvQaMh6Axj4Jc68eJjiCawrl7J_egPp4B8CRhyxQl0 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, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 5=-47(B) 13=-129(B) 14=-129(B) 11=-24(B) 10=-64(B) 16=-47(B) 17=-47(B) 18=-47(B) 19=-122(B) 20=-24(B) 21=-24(B) 22=-24(B) 23=-100(B) 24=-31(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815246 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-WpToniikxFrxxmhKC0ExloS9jXmjNDDzJrtlz7yxQl? Scale = 1:12.4 1 2 3 4 7 6 58 4x6 2x4 2x4 3x4 3x4 2x4 2-1-1 2-1-1 4-2-2 2-1-1 -1-0-0 1-0-0 0-9-10 0-9-10 4-2-2 3-4-8 1-3-01-11-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.13 0.04 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=142/Mechanical, 7=198/0-3-8 Max Horz 7=58(LC 11) Max Uplift 5=-25(LC 4), 7=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 109 lb up at 0-9-10 on top chord, and 14 lb up at 0-9-10 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=36(F) 8=8(F) July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815247 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_?1B?1iMiYzoZvGXmkmAI??I?x2W6g56XVdJWayxQl_ Scale = 1:11.8 1 2 3 4 7 6 58 4x6 2x4 2x4 3x4 2x4 6x6 2-1-1 2-1-1 4-2-2 2-1-1 -1-0-0 1-0-0 0-8-2 0-8-2 4-2-2 3-6-0 1-3-01-9-120-3-81-6-41-9-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.26 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.02 -0.02 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=48/Mechanical, 7=196/0-3-8, 4=95/Mechanical Max Horz 7=55(LC 4) Max Uplift 5=-30(LC 9), 7=-40(LC 5), 4=-150(LC 12) Max Grav 5=159(LC 12), 7=196(LC 1), 4=159(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 4=150. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 135 lb up at 0-8-2 on top chord, and 17 lb up at 0-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 3=45(B) July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815248 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_?1B?1iMiYzoZvGXmkmAI??Erx1h6bi6XVdJWayxQl_ Scale = 1:20.3 1 2 3 4 6 5 10 11 12 13 14 2x4 4x6 2x4 4x10 4x6 7-7-8 7-7-8 11-3-8 3-8-0 -0-11-0 0-11-0 7-7-8 7-7-8 11-3-8 3-8-0 0-8-02-6-143.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-15] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.49 0.37 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=533/0-3-8, 5=469/Mechanical Max Horz 2=69(LC 4) Max Uplift 2=-115(LC 3), 5=-118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/181 BOT CHORD 2-6=-157/658, 5-6=-158/669 WEBS 3-6=-29/344, 3-5=-778/204 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) 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) 2=115, 5=118. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 29 lb up at 7-3-4, and 38 lb down and 30 lb up at 9-3-4 on top chord, and 54 lb down and 61 lb up at 5-3-4, and 3 lb down and 21 lb up at 7-3-4, and 3 lb down and 21 lb up at 9-3-4 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: 1-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815248 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:43 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-_?1B?1iMiYzoZvGXmkmAI??Erx1h6bi6XVdJWayxQl_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-54 13=1(F) 14=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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815249 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-TCbZCNj_Ts6eB3rjKRHPqDXVNLRAr7_Fm9Ms10yxQkz Scale = 1:12.8 1 2 3 4 6 57 3x4 2x4 2x4 2x4 2x4 1-0-13 1-0-13 1-10-8 0-9-11 -0-11-0 0-11-0 1-0-13 1-0-13 1-10-8 0-9-11 1-2-01-11-101-8-20-3-81-11-109.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.12 0.04 0.00 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: 8 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 1-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=147/0-3-8, 5=40/0-1-8 Max Horz 6=60(LC 4) Max Uplift 6=-35(LC 5), 5=-45(LC 4) Max Grav 6=147(LC 1), 5=59(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 6 lb up at 1-0-13 on top chord, and 23 lb down and 56 lb up at 1-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 3=-29(B) 7=33(B) July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 314 West Clay Chelmsford Job Reference (optional) I37815250 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-tnGhqPltmnUD2XZI?Zq6Sr9vxYG?2HUiS7bWeLyxQkw Scale = 1:71.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5x8 3x6 5x6 8x8 2x4 4x6 4x6 3x8 4x8 4x6 4x8 10x10 4x6 4x8 2x4 4x10 8x10 3x4 3x4 5x8 3x4 5x6 1-3-0 1-3-0 2-3-8 1-0-8 4-11-14 2-8-6 9-4-3 4-4-5 13-8-8 4-4-5 24-3-13 10-7-5 34-11-2 10-7-5 39-11-0 4-11-14 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 4-11-14 2-8-6 9-4-3 4-4-5 13-8-8 4-4-5 20-9-6 7-0-14 27-10-4 7-0-14 34-11-2 7-0-14 39-11-0 4-11-14 40-11-0 1-0-0 1-1-04-4-151-1-00-8-04-4-158.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-4], [11:0-4-4,0-2-4], [12:0-2-8,Edge], [14:Edge,0-2-8], [17:0-4-12,0-2-0], [19:0-7-12,0-5-8], [21:0-2-8,0-2-0], [25:Edge,0-7-0], [25:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.55 0.86 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.32 -0.60 0.18 (loc) 17-18 17-18 14 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 376 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-23: 2x3 SPF No.2, 7-18: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 17-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 22-23, 18-19 REACTIONS.(lb/size)25=2223/0-3-8, 14=2310/0-3-8 Max Horz 25=-105(LC 3) Max Uplift 25=-743(LC 4), 14=-794(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1829/656, 3-4=-4145/1573, 4-5=-3366/1314, 5-6=-4582/1862, 6-7=-4582/1862, 7-9=-5971/2464, 9-10=-5034/2020, 10-11=-2441/974, 11-12=-2983/1131, 2-25=-2060/698, 12-14=-2147/758 BOT CHORD 4-22=-253/647, 21-22=-1378/3485, 20-21=-1122/2786, 19-20=-2519/6096, 18-19=0/279, 7-19=-180/648, 17-18=-519/1376, 15-17=-1865/4514, 14-15=-92/290 WEBS 3-24=-2313/901, 22-24=-708/1714, 3-22=-901/2340, 4-21=-771/277, 5-20=-986/2285, 6-20=-373/244, 7-20=-1895/826, 17-19=-1865/4307, 9-19=-107/347, 9-17=-945/549, 10-17=-221/885, 10-15=-2422/1111, 11-15=-416/1220, 2-24=-525/1536, 12-15=-884/2143 NOTES-(12-13) 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, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=743, 14=794. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 314 West Clay Chelmsford Job Reference (optional) I37815250 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:47 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-tnGhqPltmnUD2XZI?Zq6Sr9vxYG?2HUiS7bWeLyxQkw NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 88 lb up at 4-11-14, 69 lb down and 88 lb up at 7-0-12, 69 lb down and 88 lb up at 9-0-12, 69 lb down and 88 lb up at 11-0-12, 69 lb down and 88 lb up at 13-0-12, 55 lb down and 76 lb up at 15-0-12, 55 lb down and 76 lb up at 17-0-12, 55 lb down and 76 lb up at 19-0-12, 55 lb down and 76 lb up at 20-10-4, 55 lb down and 76 lb up at 22-10-4, 55 lb down and 76 lb up at 24-10-4, 55 lb down and 76 lb up at 26-10-4, 55 lb down and 76 lb up at 28-10-4, 55 lb down and 76 lb up at 30-10-4, and 55 lb down and 76 lb up at 32-10-4, and 54 lb down and 76 lb up at 34-11-2 on top chord, and 104 lb down and 40 lb up at 1-0-12, at 3-0-12, at 5-0-12, at 7-0-12, at 9-0-12, at 11-0-12, at 13-0-12, 30 lb down and 15 lb up at 15-0-12, 30 lb down and 15 lb up at 17-0-12, 30 lb down and 15 lb up at 19-0-12, 30 lb down and 15 lb up at 20-10-4, 30 lb down and 15 lb up at 22-10-4, 30 lb down and 15 lb up at 24-10-4, 30 lb down and 15 lb up at 26-10-4, 30 lb down and 15 lb up at 28-10-4, 30 lb down and 15 lb up at 30-10-4, 30 lb down and 15 lb up at 32-10-4, 30 lb down and 15 lb up at 34-10-4, and 113 lb down and 51 lb up at 36-10-4, and 104 lb down and 40 lb up at 38-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-11=-60, 11-12=-60, 12-13=-60, 23-25=-20, 19-22=-20, 14-18=-20 Concentrated Loads (lb) Vert: 5=-61(F) 8=-36(F) 11=-36(F) 24=-104(F) 6=-61(F) 9=-36(F) 15=-19(F) 26=-61(F) 27=-61(F) 28=-61(F) 29=-36(F) 30=-36(F) 31=-36(F) 32=-36(F) 33=-36(F) 34=-36(F) 35=-36(F) 36=-36(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-19(F) 45=-19(F) 46=-19(F) 47=-19(F) 48=-19(F) 49=-19(F) 50=-19(F) 51=-113(F) 52=-104(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG09 Truss Type COMMON GIRDER Qty 1 Ply 3 314 West Clay Chelmsford Job Reference (optional) I37815251 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Lzq42lmVX5c4fh8UZHLL?2i7hykunhfrhnK4AnyxQkv Scale = 1:55.1 1 2 3 4 5 11 10 9 8 7 61213141516171819 10x16 4x8 10x16 4x8 10x10 4x6 8x8 4x6 8x8 4-9-2 4-9-2 9-3-12 4-6-10 13-10-6 4-6-10 18-7-8 4-9-2 4-9-2 4-9-2 9-3-12 4-6-10 13-10-6 4-6-10 18-7-8 4-9-2 1-3-09-0-21-3-010.00 12 Plate Offsets (X,Y)-- [1:1-3-10,0-5-0], [5:1-3-10,0-5-0], [6:0-0-0,0-3-10], [7:0-2-8,0-4-0], [10:0-2-8,0-4-0], [11:0-0-0,0-3-10] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.37 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.02 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 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 *Except* 1-11,5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=9617/0-3-8, 6=9769/0-3-8 Max Horz 11=211(LC 4) Max Uplift 11=-313(LC 5), 6=-317(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9337/342, 2-3=-6995/337, 3-4=-6995/337, 4-5=-9305/341, 1-11=-7429/267, 5-6=-7399/266 BOT CHORD 10-11=-235/1515, 8-10=-271/7091, 7-8=-195/7067, 6-7=-55/1531 WEBS 3-8=-341/8560, 4-8=-2540/200, 4-7=-83/3104, 2-8=-2575/201, 2-10=-85/3150, 1-10=-152/5739, 5-7=-152/5697 NOTES-(9-10) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=313, 6=317. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1989 lb down and 65 lb up at 1-4-12, 1994 lb down and 65 lb up at 3-4-12, 1994 lb down and 65 lb up at 5-4-12, 1994 lb down and 65 lb up at 7-4-12, 1994 lb down and 65 lb up at 9-4-12, 1994 lb down and 65 lb up at 11-4-12, 1994 lb down and 65 lb up at 13-4-12, and 1994 lb down and 65 lb up at 15-4-12, and 1994 lb down and 65 lb up at 17-4-12 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) StandardContinued on page 2 July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG09 Truss Type COMMON GIRDER Qty 1 Ply 3 314 West Clay Chelmsford Job Reference (optional) I37815251 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:48 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Lzq42lmVX5c4fh8UZHLL?2i7hykunhfrhnK4AnyxQkv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 8=-1994(F) 12=-1989(F) 13=-1994(F) 14=-1994(F) 15=-1994(F) 16=-1994(F) 17=-1994(F) 18=-1994(F) 19=-1994(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 314 West Clay Chelmsford Job Reference (optional) I37815252 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-lYWCgmpNq0_fW8t3EPv2chKVn9fH_7jHNlZkn6yxQks Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 5x8 3x6 5x8 10x10 4x8 3x6 4x6 4x6 4x10 2x4 2x4 3x8 2x4 4x10 4x6 10x10 3x8 4x8 2-7-3 2-7-3 4-11-14 2-4-11 13-5-11 8-5-13 21-11-8 8-5-13 30-5-5 8-5-13 38-11-2 8-5-13 43-11-0 4-11-14 -0-11-0 0-11-0 2-7-3 2-7-3 4-11-14 2-4-11 13-5-11 8-5-13 21-11-8 8-5-13 30-5-5 8-5-13 38-11-2 8-5-13 43-11-0 4-11-14 44-11-0 1-0-0 1-1-04-4-151-1-04-4-158.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [10:0-6-4,0-2-4], [13:Edge,0-7-7], [13:0-1-4,0-0-0], [14:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-2-8,0-2-0], [22:Edge,0-7-7], [22:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.94 0.71 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.41 -0.72 0.11 (loc) 17 17-19 13 l/defl >999 >727 n/a L/d 240 180 n/a PLATES MT20 Weight: 378 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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 (4-0-8 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS.(lb/size)22=2521/0-3-8, 13=2526/0-3-8 Max Horz 22=-105(LC 3) Max Uplift 22=-893(LC 4), 13=-893(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/1073, 3-4=-3239/1290, 4-5=-5588/2343, 5-7=-5587/2344, 7-8=-5585/2340, 8-10=-5586/2340, 10-11=-3306/1290, 2-22=-2342/853, 11-13=-2360/862 BOT CHORD 20-21=-935/2281, 19-20=-1118/2704, 17-19=-2749/6557, 15-17=-2749/6557, 14-15=-1022/2681, 13-14=-88/297 WEBS 3-21=-685/262, 3-20=-330/643, 4-19=-1412/3212, 5-19=-697/460, 7-19=-1092/482, 7-17=0/483, 7-15=-1094/483, 8-15=-701/462, 10-15=-1428/3239, 2-21=-798/2172, 11-14=-1025/2412 NOTES-(12-13) 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, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=893, 13=893. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 314 West Clay Chelmsford Job Reference (optional) I37815252 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-lYWCgmpNq0_fW8t3EPv2chKVn9fH_7jHNlZkn6yxQks NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 76 lb up at 4-11-14, 55 lb down and 76 lb up at 7-0-12, 55 lb down and 76 lb up at 9-0-12, 55 lb down and 76 lb up at 11-0-12, 55 lb down and 76 lb up at 13-0-12, 55 lb down and 76 lb up at 15-0-12, 55 lb down and 76 lb up at 17-0-12, 55 lb down and 76 lb up at 19-0-12, 55 lb down and 76 lb up at 20-10-4, 55 lb down and 76 lb up at 22-10-4, 55 lb down and 76 lb up at 24-10-4, 55 lb down and 76 lb up at 26-10-4, 55 lb down and 76 lb up at 28-10-4, 55 lb down and 76 lb up at 30-10-4, 55 lb down and 76 lb up at 32-10-4, 55 lb down and 76 lb up at 34-10-4, and 55 lb down and 76 lb up at 36-10-4, and 54 lb down and 76 lb up at 38-11-2 on top chord, and 104 lb down and 40 lb up at 1-0-12, 113 lb down and 51 lb up at 3-0-12, 30 lb down and 15 lb up at 5-0-12, 30 lb down and 15 lb up at 7-0-12, 30 lb down and 15 lb up at 9-0-12, 30 lb down and 15 lb up at 11-0-12, 30 lb down and 15 lb up at 13-0-12, 30 lb down and 15 lb up at 15-0-12, 30 lb down and 15 lb up at 17-0-12, 30 lb down and 15 lb up at 19-0-12, 30 lb down and 15 lb up at 20-10-4, 30 lb down and 15 lb up at 22-10-4, 30 lb down and 15 lb up at 24-10-4, 30 lb down and 15 lb up at 26-10-4, 30 lb down and 15 lb up at 28-10-4, 30 lb down and 15 lb up at 30-10-4, 30 lb down and 15 lb up at 32-10-4, 30 lb down and 15 lb up at 34-10-4, 30 lb down and 15 lb up at 36-10-4, 30 lb down and 15 lb up at 38-10-4, and 113 lb down and 51 lb up at 40-10-4, and 104 lb down and 40 lb up at 42-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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, 4-10=-60, 10-11=-60, 11-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 4=-36(B) 6=-36(B) 10=-36(B) 20=-19(B) 14=-19(B) 9=-36(B) 23=-36(B) 24=-36(B) 25=-36(B) 26=-36(B) 27=-36(B) 28=-36(B) 29=-36(B) 30=-36(B) 31=-36(B) 32=-36(B) 33=-36(B) 34=-36(B) 35=-36(B) 36=-36(B) 37=-104(B) 38=-113(B) 39=-19(B) 40=-19(B) 41=-19(B) 42=-19(B) 43=-19(B) 44=-19(B) 45=-19(B) 46=-19(B) 47=-19(B) 48=-19(B) 49=-19(B) 50=-19(B) 51=-19(B) 52=-19(B) 53=-19(B) 54=-19(B) 55=-113(B) 56=-104(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss TG14 Truss Type Half Hip Girder Qty 4 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815253 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Ek4at6p?bJ6W8ISFo7QH9uttNZA6jknRcPIHJYyxQkr Scale = 1:11.5 1 2 3 4 7 6 58 4x6 2x4 2x4 3x4 3x4 2x4 1-10-12 1-10-12 3-9-8 1-10-12 -1-0-0 1-0-0 0-7-3 0-7-3 3-9-8 3-2-5 1-3-01-9-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.03 0.01 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=124/Mechanical, 7=161/0-3-8 Max Horz 7=53(LC 4) Max Uplift 5=-27(LC 4), 7=-68(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 80 lb up at 0-7-3 on top chord, and 2 lb down and 101 lb up at 0-7-3 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=27(B) 8=42(B) July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V01 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815254 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Ek4at6p?bJ6W8ISFo7QH9uthmZ2zjkyRcPIHJYyxQkr Scale = 1:11.6 1 2 3 3x4 2x4 2x4 6-1-9 6-1-9 0-0-41-6-63.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.87 0.55 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=204/6-0-9, 3=204/6-0-9 Max Horz 1=42(LC 5) Max Uplift 1=-15(LC 4), 3=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V02 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815255 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-iwdy5SqdMdENmS1SLqxWi6P_9zUcS92ar32rr?yxQkq Scale = 1:39.5 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-11-8 14-11-3 7-5-12 7-5-12 14-11-8 7-5-12 0-0-46-2-130-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-10-14. (lb) - Max Horz 1=-138(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-126(LC 6), 6=-125(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=397(LC 1), 8=368(LC 10), 6=368(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=126, 6=125. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V03 Truss Type GABLE Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815256 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-A7BLIorG6xMENccevXSlEJy9vNrbBd9k3jnOORyxQkp Scale = 1:31.1 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 11-9-2 11-9-2 5-10-9 5-10-9 11-9-2 5-10-9 0-0-44-10-130-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-2. (lb) - Max Horz 1=-107(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-114(LC 6), 6=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=295(LC 10), 6=295(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=114, 6=114. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V04 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815257 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-eJljW8sutEU5?mBqTFz_nXVHEn7_w5stINXxwtyxQko Scale: 1/2"=1' 1 2 3 42x4 3x4 2x4 2x4 0-0-5 0-0-5 8-6-11 8-6-6 4-3-6 4-3-6 8-6-11 4-3-6 0-0-43-6-130-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.34 0.05 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=181/8-6-2, 3=181/8-6-2, 4=276/8-6-2 Max Horz 1=77(LC 5) Max Uplift 1=-26(LC 7), 3=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V05 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815258 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-eJljW8sutEU5?mBqTFz_nXVNZnBPw5OtINXxwtyxQko Scale = 1:16.5 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-4-5 5-4-0 2-8-2 2-8-2 5-4-5 2-8-2 0-0-42-2-130-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 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: 11 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 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=109/5-3-11, 3=109/5-3-11, 4=165/5-3-11 Max Horz 1=-46(LC 4) Max Uplift 1=-16(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V06 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815259 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6VJ5jUsWeYcxdvl11yVDJk1azAYhfYy0X1GVSJyxQkn Scale = 1:7.3 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-1-14 2-1-10 1-0-15 1-0-15 2-1-14 1-0-15 0-0-40-10-130-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 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 2-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=63/2-1-5, 3=63/2-1-5 Max Horz 1=-15(LC 4) Max Uplift 1=-2(LC 6), 3=-2(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V07 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815260 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-6VJ5jUsWeYcxdvl11yVDJk1WmAWdfYW0X1GVSJyxQkn Scale = 1:19.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-5-12 6-5-7 3-2-14 3-2-14 6-5-12 3-2-14 0-0-42-8-60-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.19 0.03 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=134/6-5-2, 3=134/6-5-2, 4=204/6-5-2 Max Horz 1=57(LC 5) Max Uplift 1=-19(LC 7), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 314_West_Clay_Chelmsford Truss V08 Truss Type Valley Qty 1 Ply 1 314 West Clay Chelmsford Job Reference (optional) I37815261 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jul 16 17:03:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-aitTxqt8PskoE3KDag0Ssyal4arIO?CAlh02_myxQkm Scale = 1:9.6 1 2 3 2x4 2x4 2x4 3-3-5 3-3-5 1-7-11 1-7-11 3-3-5 1-7-11 0-0-41-4-60-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.16 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: 6 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 3-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=108/3-3-5, 3=108/3-3-5 Max Horz 1=-26(LC 4) Max Uplift 1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). July 17,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths