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HomeMy WebLinkAboutI37403576.3_Shadow_Wood16023 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). June 12,2019 Liu, Xuegang Pages or sheets covered by this seal: I37403576 thru I37403622 My license renewal date for the state of Indiana is July 31, 2020. 3_Shadow_Wood 3 Shadow Wood 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 3_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403576 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-BUkA2v_b0Jz92?Ck7McXDv4i0EPbjfl5062lCzz7JCE Scale = 1:34.9 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 3x8 4x6 3x8 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 24=-50(LC 7) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). June 12,2019 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 3_Shadow_Wood Truss GE02 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403577 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-fgIZFF?Dnd50g9nwh37ml6dsSekrS3PEFmnIkPz7JCD Scale = 1:45.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 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 0.17 0.09 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 20=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-160(LC 4), 12=-137(LC 5), 19=-149(LC 5), 13=-134(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=160, 12=137, 19=149, 13=134. 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.). June 12,2019 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 3_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403578 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-c3QJgw0TJELkvTxJoU9EqXiAXRQYw_vXi4GPpHz7JCB Scale = 1:77.8 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 18 19 20 21 22 23 24 25 26 27 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x8 3x6 5x6 3x6 3x6 3x6 45-0-0 45-0-0 -0-11-0 0-11-0 26-5-8 26-5-8 45-0-0 18-6-8 0-10-011-10-54-1-95.00 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 0.20 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 28 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 873 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* 27-28: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 16-39,15-40,17-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-39, 15-40, 14-41, 13-42, 12-43, 17-38, 18-36, 19-35, 20-34 REACTIONS.All bearings 45-0-0. (lb) - Max Horz 53=141(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 53, 28, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 53, 28, 39, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-24/261, 14-15=-23/292, 15-16=-26/320, 16-17=-27/320, 17-18=-23/292, 18-19=-24/261 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 53, 28, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 36, 35, 34, 33, 32, 31, 30, 29. 11) 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. 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.). June 12,2019 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 3_Shadow_Wood Truss GE04 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403579 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4F_htG154YTbXcVVMBhTNlFKyrmTfR9hxk0zLkz7JCA Scale = 1:76.5 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 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 5x6 3x6 4x6 3x6 3x6 40-8-0 40-8-0 20-2-8 20-2-8 40-8-0 20-5-8 41-7-0 0-11-0 3-5-411-10-53-4-05.00 12 Plate Offsets (X,Y)-- [41:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 25 24-25 26 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 849 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 12-37,11-38,13-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-37, 11-38, 10-39, 9-40, 7-42, 13-36, 14-35, 15-34, 17-32 REACTIONS.All bearings 40-8-0. (lb) - Max Horz 48=-99(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 48, 38, 39, 40, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28 except 26=-132(LC 6), 27=-180(LC 7) Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 38, 39, 40, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-9=-24/251, 9-10=-24/282, 10-11=-23/313, 11-12=-27/341, 12-13=-26/341, 13-14=-23/313, 14-15=-24/282, 15-17=-23/251, 24-26=-239/458 WEBS 23-26=-507/370 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 38, 39, 40, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28 except (jt=lb) 26=132, 27=180. 11) 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. 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.). June 12,2019 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 3_Shadow_Wood Truss GE05 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403580 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-YRY35c2krrbS9m4hwvCiwyoWGF6YOt3qAOlWtAz7JC9 Scale = 1:66.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 3x8 2x4 4x6 3x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-0 20-11-0 -0-11-0 0-11-0 10-5-8 10-5-8 20-11-0 10-5-8 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [16: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-R 0.24 0.10 0.25 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: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21 REACTIONS.All bearings 20-11-0. (lb) - Max Horz 27=-238(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 24, 25, 20, 19, 18 except 27=-125(LC 4), 16=-104(LC 5), 26=-136(LC 5), 17=-123(LC 4) Max Grav All reactions 250 lb or less at joint(s) 27, 16, 22, 24, 25, 26, 20, 19, 18, 17 except 21=291(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-43/275, 8-9=-43/275 WEBS 8-21=-295/0, 3-27=-283/211, 13-16=-250/178 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 24, 25, 20, 19, 18 except (jt=lb) 27=125, 16=104, 26=136, 17=123. 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.). June 12,2019 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 3_Shadow_Wood Truss GE06 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403581 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-0e5SIy3Mc9jJmwfuTcjxS9KijfSf7NlzO2V3Qcz7JC8 Scale = 1:21.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 6-3-8 6-3-8 0-10-03-5-75.00 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 0.13 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-3-8. (lb) - Max Horz 9=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 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) 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.). June 12,2019 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 3_Shadow_Wood Truss GE07 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403582 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-UqfqWI3_NTrAO4E41KEA?Ntik3afsoR7diEdy3z7JC7 Scale = 1:75.3 Sheet Front Left Option 7-3-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 89 14 13 12 11 10 35 15 36 37 38 39 6x6 4x6 3x4 3x6 3x4 10x16 2x4 3x4 3x4 5x12 2x4 5x8 3x6 2x4 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-1-07-3-0 7-3-0 7-10-8 0-7-8 8-0-4 0-1-12 15-5-14 7-5-10 21-9-8 6-3-10 7-10-8 7-10-8 10-6-2 2-7-10 14-10-0 4-3-14 15-5-14 0-7-14 21-9-8 6-3-10 22-8-8 0-11-0 1-1-159-11-110-7-131-3-00-8-1210.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-4], [8:0-3-8,Edge], [13:0-6-0,0-3-12] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.89 0.96 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 13-14 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 273 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-12: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-13,4-11: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-0-3 oc bracing: 12-13. 1 Row at midpt 3-13 WEBS 1 Row at midpt 4-13 JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size)14=283/Mechanical, 12=884/0-3-8, 10=607/0-3-8 Max Horz 14=-259(LC 3) Max Uplift 14=-17(LC 6), 12=-53(LC 16), 10=-55(LC 6) Max Grav 14=286(LC 9), 12=884(LC 1), 10=607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/54, 4-6=-389/183, 6-7=-442/162, 7-8=-551/53, 8-10=-550/84 BOT CHORD 13-14=-252/324, 12-13=-816/91, 13-35=-407/272, 3-35=-407/272 WEBS 4-13=-257/19, 4-15=-129/359, 11-15=-133/366 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 14, 12, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 43 lb up at 1-1-4 on top chord, and 30 lb down and 117 lb up at 1-1-4, 14 lb down at 3-2-14, and 14 lb down at 5-2-14, and 14 lb down at 7-2-14 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) StandardContinued on page 2 June 12,2019 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 3_Shadow_Wood Truss GE07 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403582 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:58 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-UqfqWI3_NTrAO4E41KEA?Ntik3afsoR7diEdy3z7JC7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 13-14=-20, 10-12=-20 Concentrated Loads (lb) Vert: 36=38(F) 37=-9(F) 38=-9(F) 39=-9(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 3_Shadow_Wood Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 3 Shadow Wood Job Reference (optional) I37403583 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-y0DCje4c8mz10EpGb1lPXaP2HS7ebHgGsM_AUVz7JC6 Scale = 1:13.3 1 2 5 3 4 3x8 0-2-12 0-2-12 3-0-0 2-9-4 -0-11-0 0-11-0 3-0-0 3-0-0 0-10-02-1-01-8-92-1-05.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [5:0-0-0,0-1-4] 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 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=186/0-3-8, 3=73/Mechanical, 4=29/Mechanical Max Horz 5=64(LC 6) Max Uplift 5=-29(LC 6), 3=-31(LC 6) Max Grav 5=186(LC 1), 3=73(LC 1), 4=54(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. 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.). June 12,2019 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 3_Shadow_Wood Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403584 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:49:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-y0DCje4c8mz10EpGb1lPXaP?ES3BbHgGsM_AUVz7JC6 Scale = 1:13.2 1 2 6 3 5 4 2x4 2x4 0-4-10 0-4-10 2-1-11 1-9-1 -2-0-10 2-0-10 2-1-11 2-1-11 1-3-02-0-91-8-42-0-94.47 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 0.33 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-1/Mechanical, 4=-103/Mechanical, 5=403/0-7-13 Max Horz 5=42(LC 6) Max Uplift 3=-38(LC 9), 4=-103(LC 1), 5=-128(LC 6) Max Grav 3=3(LC 2), 4=42(LC 6), 5=403(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-260/159 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) * 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) 3 except (jt=lb) 4=103, 5=128. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 30 lb up at 2-0-15 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 3=-12(F) June 12,2019 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 3_Shadow_Wood Truss T01 Truss Type COMMON Qty 4 Ply 1 3 Shadow Wood Job Reference (optional) I37403585 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-QDnax_5Ev45udOOT9lGe4oyCisKnKixQ50jk0xz7JC5 Scale = 1:34.9 1 2 3 4 5 6 7 8 9 11 10 4x6 6x8 4x6 4x6 3x6 3x8 2x4 2x4 6x8 4x6 4x6 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 5-9-7 5-9-7 9-11-8 4-2-1 14-1-9 4-2-1 19-11-0 5-9-7 20-10-0 0-11-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [2:0-5-15,0-0-6], [8:0-5-15,0-0-6] 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 0.22 0.66 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.04 (loc) 8-10 8-10 8 l/defl >999 >661 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 3-1-14, Right 2x6 SPF No.2 3-1-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=852/0-3-8, 8=852/0-3-8 Max Horz 2=-40(LC 7) Max Uplift 2=-69(LC 6), 8=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1291/211, 4-5=-1014/158, 5-6=-1014/158, 6-8=-1291/211 BOT CHORD 2-10=-124/1104, 8-10=-124/1104 WEBS 5-10=-24/508, 6-10=-291/131, 4-10=-291/131 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) 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.). June 12,2019 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 3_Shadow_Wood Truss T02 Truss Type COMMON Qty 2 Ply 1 3 Shadow Wood Job Reference (optional) I37403586 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vPLy8J6sgOElFXzfiSntc?VBIGmL39hZJgTHZNz7JC4 Scale = 1:42.1 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.32 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift 8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/85, 3-4=-537/85, 2-8=-548/111, 4-6=-548/111 BOT CHORD 7-8=-224/256 WEBS 3-7=0/276 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) The Fabrication Tolerance at joint 2 = 16%, joint 4 = 16% 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) 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.). June 12,2019 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 3_Shadow_Wood Truss T03 Truss Type COMMON Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403587 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vPLy8J6sgOElFXzfiSntc?VBOGmL39eZJgTHZNz7JC4 Scale = 1:42.1 1 2 3 4 7 6 5 6x8 4x6 3x4 3x4 3x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-8,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-SH 0.99 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=543/0-3-8, 5=611/0-3-8 Max Horz 7=-181(LC 4) Max Uplift 7=-16(LC 6), 5=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-533/80, 2-3=-541/85, 1-7=-482/76, 3-5=-551/111 WEBS 2-6=0/273 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) The Fabrication Tolerance at joint 1 = 16%, joint 3 = 16% 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) 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.). June 12,2019 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 3_Shadow_Wood Truss T04 Truss Type ROOF SPECIAL Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403588 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-NbvLLf6URhMbthYrG9J69D1QBg2aoWXjYJCq5qz7JC3 Scale = 1:64.7 1 2 3 4 5 10 9 8 7 6 6x6 4x6 4x6 3x4 8x10 2x4 3x4 2x4 4x10 2x4 7-10-8 7-10-8 8-0-4 0-1-12 15-5-14 7-5-10 21-9-8 6-3-10 7-10-8 7-10-8 10-6-2 2-7-10 15-5-14 4-11-12 21-9-8 6-3-10 1-1-159-11-110-7-131-3-00-8-1210.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.73 0.57 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.01 (loc) 9-10 9-10 6 l/defl >777 >312 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 5-6,1-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 5-4-13 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size)10=328/Mechanical, 8=837/0-3-8, 6=555/0-3-8 Max Horz 10=-248(LC 4) Max Uplift 8=-89(LC 6), 6=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-572/243, 4-5=-570/55, 5-6=-502/49 BOT CHORD 9-10=-242/316, 8-9=-771/137, 2-9=-436/292 WEBS 3-9=-282/44, 3-7=-218/536, 4-7=-383/257 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) 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, 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.). June 12,2019 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 3_Shadow_Wood Truss T04A Truss Type ROOF SPECIAL Qty 2 Ply 1 3 Shadow Wood Job Reference (optional) I37403589 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-roTjZ?77C?USUr72qtqLiQaZ04O2XzlsnzyOdGz7JC2 Scale = 1:64.7 1 2 3 4 5 10 9 8 7 6 11 5x6 4x6 4x6 3x4 8x10 2x4 3x4 2x4 4x10 2x4 7-4-8 7-4-8 7-6-4 0-1-12 14-11-14 7-5-10 21-3-8 6-3-10 7-4-8 7-4-8 10-0-2 2-7-10 14-11-14 4-11-12 21-3-8 6-3-10 2-3-111-6-1510-7-130-8-121-3-00-8-1210.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.85 0.49 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.06 (loc) 9-10 9-10 6 l/defl >953 >385 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-11,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 5-5-5 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size)8=829/0-3-8, 6=550/0-3-8, 11=300/0-3-8 Max Horz 11=-266(LC 4) Max Uplift 8=-95(LC 6), 6=-11(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-565/236, 4-5=-564/52, 10-11=-300/0, 5-6=-497/47 BOT CHORD 9-10=-370/438, 8-9=-763/142, 2-9=-407/271 WEBS 3-9=-297/64, 3-7=-219/538, 4-7=-382/257, 1-9=-250/279 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) 11 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.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). June 12,2019 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 3_Shadow_Wood Truss T05 Truss Type COMMON Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403590 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-roTjZ?77C?USUr72qtqLiQacX4JbXtfsnzyOdGz7JC2 Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 812131415 4x6 3x6 3x8 3x4 3x4 3x6 4x8 4x8 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-3-2 5-3-2 10-5-8 5-2-6 15-7-14 5-2-6 20-11-0 5-3-2 21-10-0 0-11-0 1-3-09-11-91-3-010.00 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-SH 0.69 0.78 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.03 (loc) 9-11 9-11 8 l/defl >999 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=996/0-3-8, 8=996/0-3-8 Max Horz 11=-238(LC 4) Max Uplift 11=-59(LC 6), 8=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/125, 3-4=-817/151, 4-5=-817/151, 5-6=-383/125, 2-11=-395/140, 6-8=-395/140 BOT CHORD 9-11=-67/672, 8-9=0/672 WEBS 4-9=-87/611, 3-11=-648/24, 5-8=-648/23 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.). June 12,2019 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 3_Shadow_Wood Truss T06 Truss Type COMMON Qty 4 Ply 1 3 Shadow Wood Job Reference (optional) I37403591 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-J_05mL8lzJcJ6?hEOaLaEe7nATg8GK8?0dhx9iz7JC1 Scale = 1:58.7 1 2 3 4 5 6 10 9 8 711121314 3x4 4x6 3x6 3x8 3x4 3x4 4x6 4x8 3x6 10-2-8 10-2-8 20-8-0 10-5-8 5-0-0 5-0-0 10-2-8 5-2-8 15-5-4 5-2-12 20-8-0 5-2-12 21-7-0 0-11-0 1-5-89-11-91-3-010.00 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-SH 0.70 0.76 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.03 (loc) 7-8 7-8 7 l/defl >999 >423 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=919/Mechanical, 7=985/0-3-8 Max Horz 10=-251(LC 4) Max Uplift 10=-25(LC 6), 7=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/85, 2-3=-802/150, 3-4=-802/149, 4-5=-381/122, 1-10=-255/74, 5-7=-393/137 BOT CHORD 8-10=-71/644, 7-8=0/661 WEBS 3-8=-86/590, 2-10=-724/45, 4-7=-635/25 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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.). June 12,2019 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 3_Shadow_Wood Truss T06A Truss Type COMMON Qty 5 Ply 1 3 Shadow Wood Job Reference (optional) I37403592 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-nAaT_h9NjckAk9GQxIspnrfyzt0M?nM9EHRUi9z7JC0 Scale = 1:58.7 1 2 3 4 5 9 8 7 610111213 3x4 4x6 3x4 3x6 3x8 3x4 3x4 4x6 4x8 10-2-8 10-2-8 20-8-0 10-5-8 5-0-0 5-0-0 10-2-8 5-2-8 15-5-4 5-2-12 20-8-0 5-2-12 1-5-89-11-91-3-010.00 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-SH 0.69 0.76 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.03 (loc) 6-7 6-7 6 l/defl >999 >423 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=920/Mechanical, 6=919/0-3-8 Max Horz 9=-238(LC 4) Max Uplift 9=-25(LC 6), 6=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/85, 2-3=-804/150, 3-4=-805/150, 4-5=-355/83, 1-9=-255/74, 5-6=-305/75 BOT CHORD 7-9=-81/646, 6-7=-0/669 WEBS 3-7=-86/595, 2-9=-726/44, 4-6=-666/49 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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.). June 12,2019 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 3_Shadow_Wood Truss T10 Truss Type COMMON Qty 6 Ply 1 3 Shadow Wood Job Reference (optional) I37403593 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-FN8rB1A?Uws1LJrcV?N2J3C8uHJVkDRITxA2Ebz7JC? Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 5x6 3x6 8x8 3x8 MT18HS 3x6 5x8 3x6 3x6 4x6 3x6 4x8 3x6 3x6 3x6 4x8 3x4 6x6 3x8 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:Edge,0-5-11], [21:0-1-12,0-0-0] 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 0.62 0.96 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.63 0.19 (loc) 16-17 17-19 12 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 2-21: 2x4 SP 2400F 2.0E 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20,17-19. WEBS 1 Row at midpt 5-17, 6-16, 8-16, 8-14, 11-12 REACTIONS.(lb/size)21=2092/0-3-8, 12=2100/0-3-8 Max Horz 21=140(LC 6) Max Uplift 21=-137(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3906/451, 3-5=-3643/461, 5-6=-3050/443, 6-7=-2327/415, 7-8=-2323/415, 8-9=-2508/386, 9-11=-2147/293, 2-21=-2010/306, 11-12=-2044/263 BOT CHORD 20-21=-188/747, 19-20=-371/3523, 17-19=-287/3296, 16-17=-178/2747, 14-16=-119/2246, 13-14=-128/1922 WEBS 3-19=-295/94, 5-19=0/374, 5-17=-761/149, 6-17=-21/782, 6-16=-1148/207, 7-16=-179/1371, 8-16=-427/128, 9-14=-0/458, 9-13=-865/177, 2-20=-229/2788, 11-13=-191/2175 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=137. 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.). June 12,2019 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 3_Shadow_Wood Truss T11 Truss Type COMMON Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403594 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-jZiDPNAdFE_uzSQp3juHsGlGihhdTfeSibwbm1z7JC_ Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11202122232425 3x6 5x6 3x6 8x8 3x6 3x6 3x6 4x6 4x8 2x4 3x8 3x6 3x6 3x6 3x8 3x4 3x8 6-2-10 6-2-10 12-1-12 5-11-2 17-8-13 5-7-1 26-5-8 8-8-11 35-10-12 9-5-4 45-7-8 9-8-12 -0-11-0 0-11-0 9-0-3 9-0-3 17-8-13 8-8-11 26-5-8 8-8-11 32-9-0 6-3-8 39-0-8 6-3-8 45-7-8 6-7-0 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [8:0-2-8,0-1-8], [19:Edge,0-5-11], [19:0-1-12,0-0-0] 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 0.81 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.44 0.07 (loc) 12-14 11-12 11 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,5-15,7-12,8-12,2-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-17, 7-14, 8-11 REACTIONS.(lb/size)19=364/0-3-8, 17=2414/0-3-8, 11=1573/0-3-8 Max Horz 19=140(LC 6) Max Uplift 19=-56(LC 6), 17=-110(LC 6), 11=-74(LC 7) Max Grav 19=399(LC 10), 17=2414(LC 1), 11=1573(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/96, 3-5=0/536, 5-6=-1312/285, 6-7=-1274/294, 7-8=-1662/282, 2-19=-348/121 BOT CHORD 18-19=-283/544, 15-17=-15/862, 14-15=-15/862, 12-14=-30/1400, 11-12=-75/1330 WEBS 3-18=0/332, 3-17=-622/199, 5-17=-2190/186, 5-15=0/383, 5-14=0/394, 6-14=-58/513, 7-14=-567/150, 8-12=0/327, 2-18=-454/257, 8-11=-1799/166 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) 19, 11 except (jt=lb) 17=110. 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.). June 12,2019 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 3_Shadow_Wood Truss T12 Truss Type COMMON Qty 2 Ply 1 3 Shadow Wood Job Reference (optional) I37403595 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-BlGccjBF0X6lbc??dQQWPUHUO5?zC7xbwFf9HTz7JBz Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 5x6 3x6 8x8 3x8 MT18HS 3x6 5x8 3x6 3x6 4x6 3x6 4x8 3x6 3x6 3x6 4x8 3x4 6x6 3x8 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:Edge,0-5-11], [21:0-1-12,0-0-0] 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 0.62 0.96 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.63 0.19 (loc) 16-17 17-19 12 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 2-21: 2x4 SP 2400F 2.0E 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20,17-19. WEBS 1 Row at midpt 5-17, 6-16, 8-16, 8-14, 11-12 REACTIONS.(lb/size)21=2092/0-3-8, 12=2100/0-3-8 Max Horz 21=140(LC 6) Max Uplift 21=-137(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3906/451, 3-5=-3643/461, 5-6=-3050/443, 6-7=-2327/415, 7-8=-2323/415, 8-9=-2508/386, 9-11=-2147/293, 2-21=-2010/306, 11-12=-2044/263 BOT CHORD 20-21=-188/747, 19-20=-371/3523, 17-19=-287/3296, 16-17=-178/2747, 14-16=-119/2246, 13-14=-128/1922 WEBS 3-19=-295/94, 5-19=0/374, 5-17=-761/149, 6-17=-21/782, 6-16=-1148/207, 7-16=-179/1371, 8-16=-427/128, 9-14=-0/458, 9-13=-865/177, 2-20=-229/2788, 11-13=-191/2175 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=137. 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.). June 12,2019 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 3_Shadow_Wood Truss T13 Truss Type COMMON Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403596 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-gyq_q3CtnrEcDmaBA8xlxhqc0UNRxaak9vPiqwz7JBy Scale = 1:82.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12202122232425 3x6 5x6 3x6 3x16 MT18HS3x6 4x8 3x6 4x6 3x6 4x8 3x6 4x6 3x6 8x8 4x8 3x4 3x16 MT18HS 9-3-10 9-3-10 19-11-0 10-7-6 26-5-8 6-6-8 36-3-14 9-10-6 45-7-8 9-3-10 -0-11-0 0-11-0 6-10-0 6-10-0 13-4-8 6-6-8 19-11-0 6-6-8 26-5-8 6-6-8 32-9-0 6-3-8 39-0-8 6-3-8 45-7-8 6-7-0 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-1-12,0-0-12], [9:0-2-8,0-1-8], [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 0.75 0.75 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.58 -1.14 0.20 (loc) 16-18 16-18 12 l/defl >940 >477 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 205 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-15,7-15,8-15,3-19,9-12: 2x4 SPF No.2, 2-19: 2x4 SP 2400F 2.0E 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 8-15, 8-13, 3-19 2 Rows at 1/3 pts 9-12 REACTIONS.(lb/size)19=2154/0-3-8, 12=2213/0-3-8 Max Horz 19=140(LC 6) Max Uplift 19=-137(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-804/174, 3-5=-3984/471, 5-6=-3167/439, 6-7=-2416/413, 7-8=-2412/414, 8-9=-2515/372, 2-19=-564/179 BOT CHORD 18-19=-389/3664, 16-18=-302/3356, 15-16=-173/2855, 13-15=-127/2306, 12-13=-139/1991 WEBS 5-18=0/486, 5-16=-699/177, 6-16=-19/835, 6-15=-1194/203, 7-15=-178/1440, 8-15=-390/146, 9-13=0/647, 3-19=-3364/307, 9-12=-2732/253 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 19=137. 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.). June 12,2019 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 3_Shadow_Wood Truss T15 Truss Type ROOF SPECIAL Qty 5 Ply 1 3 Shadow Wood Job Reference (optional) I37403597 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-88OM1ODWY9MTqw9OkrS_UvNlSuhRg1OuOZ8FMMz7JBx Scale = 1:100.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 3x6 5x6 3x6 6x18 MT18HS 8x8 3x16 MT18HS 3x6 3x4 3x6 6x8 3x6 3x6 4x6 3x6 5x8 3x6 3x6 3x6 6x10 8x10 3x16 MT18HS 3x8 MT18HS 4x6 3x6 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 45-0-8 11-6-7 50-11-0 5-10-8 55-8-4 4-9-4 55-11-0 0-2-12 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 39-3-4 5-9-4 45-0-8 5-9-4 50-11-0 5-10-8 55-11-0 5-0-0 56-10-0 0-11-0 0-10-011-10-50-8-00-8-125.00 12 3.00 12 Plate Offsets (X,Y)-- [14:0-4-2,0-1-3], [17:Edge,0-2-8], [20:0-2-8,0-1-8], [23:0-2-8,0-2-0], [25:0-2-8,0-1-8], [26:0-2-8,0-3-0], [27:0-1-12,0-0-0], [27:Edge,0-5-11] 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 0.89 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.66 -1.39 0.21 (loc) 18-20 18-20 17 l/defl >922 >436 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-17: 2x3 SPF No.2, 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,7-21,8-21,16-18,11-16,2-26: 2x4 SPF No.2 2-27: 2x4 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 2-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-23, 6-21, 8-21, 9-20, 9-18, 11-16 REACTIONS.(lb/size)27=2324/0-3-8 (req. 0-3-10), 17=2887/0-3-8 (req. 0-4-8), 14=-35/0-3-8 Max Horz 27=137(LC 6) Max Uplift 27=-139(LC 6), 17=-134(LC 7), 14=-107(LC 10) Max Grav 27=2324(LC 1), 17=2887(LC 1), 14=21(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4403/501, 3-5=-4189/517, 5-6=-3616/499, 6-7=-2897/474, 7-8=-2902/471, 8-9=-3512/470, 9-11=-3253/411, 11-12=-57/850, 12-14=-122/880, 2-27=-2240/329 BOT CHORD 26-27=-187/724, 25-26=-413/3984, 23-25=-334/3799, 21-23=-226/3269, 20-21=-204/3184, 18-20=-288/3281, 16-17=-2889/339, 12-16=-473/154, 14-16=-793/131 WEBS 3-25=-262/89, 5-25=0/359, 5-23=-742/148, 6-23=-17/781, 6-21=-1146/201, 7-21=-214/1784, 8-21=-989/154, 8-20=0/608, 9-18=-483/83, 11-18=0/284, 16-18=-222/3047, 11-16=-4205/394, 2-26=-273/3272 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 27, 17 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=139, 17=134, 14=107. 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) 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.).June 12,2019 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 3_Shadow_Wood Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 3 Shadow Wood Job Reference (optional) I37403598 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-cKykEkD8JSUKS4kaIYzD06vwjI?BPX?1dDupuoz7JBw Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13242526 3x6 5x6 3x6 5x6 8x8 3x16 MT18HS 3x6 6x6 3x6 3x6 4x6 3x6 4x8 3x6 3x6 3x6 4x6 8x8 3x4 8x8 3x8 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-7-13 6-2-5 38-10-3 6-2-5 45-0-8 6-2-5 46-11-0 1-10-8 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-7-13 6-2-5 38-10-3 6-2-5 45-0-8 6-2-5 46-11-0 1-10-8 0-10-011-10-53-7-125.00 12 3.00 12 Plate Offsets (X,Y)-- [12:0-2-12,Edge], [14:0-2-8,Edge], [15:0-2-8,0-2-0], [16:0-2-8,0-1-8], [19:0-2-8,0-2-0], [21:0-2-8,0-1-8], [22:0-2-8,0-3-0], [23:Edge,0-5-11], [23:0-1-12 ,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 0.99 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.69 0.21 (loc) 18-19 19-21 13 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,8-18,2-22: 2x4 SPF No.2, 2-23: 2x4 SPF 2100F 1.8E 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 21-22,19-21. WEBS 1 Row at midpt 5-19, 6-18, 8-18 REACTIONS.(lb/size)23=2151/0-3-8, 13=2142/0-3-8 Max Horz 23=139(LC 6) Max Uplift 23=-138(LC 6), 13=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4037/465, 3-5=-3784/478, 5-6=-3195/459, 6-7=-2474/432, 7-8=-2468/433, 8-9=-2738/413, 9-11=-2564/344, 11-12=-947/145, 2-23=-2073/313, 12-13=-2119/230 BOT CHORD 22-23=-188/624, 21-22=-382/3649, 19-21=-299/3425, 18-19=-190/2881, 16-18=-140/2460, 15-16=-168/2309, 14-15=-59/963 WEBS 3-21=-293/92, 5-21=0/372, 5-19=-758/149, 6-19=-21/780, 6-18=-1146/206, 7-18=-194/1486, 8-18=-550/133, 9-16=0/277, 9-15=-617/144, 11-15=-128/1581, 11-14=-1806/251, 2-22=-249/3037, 12-14=-210/2071 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=138. 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.). June 12,2019 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 3_Shadow_Wood Truss T17 Truss Type COMMON Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403599 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4WV6S4Em4mcB4EJmsGUSZKS4TiLn8wdBrtdMRFz7JBv Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 3x6 5x6 3x6 8x8 3x16 MT18HS 3x6 5x8 3x6 3x6 4x6 3x6 4x8 3x6 3x6 3x6 4x8 3x4 6x6 3x16 MT18HS 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 35-2-1 8-8-9 40-9-12 5-7-12 46-8-0 5-10-4 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 35-2-1 8-8-9 40-9-12 5-7-12 46-8-0 5-10-4 0-10-011-10-53-5-45.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:Edge,0-5-11], [21:0-1-12,0-0-0] 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 0.93 0.97 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.72 0.18 (loc) 14-16 14-16 12 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9,1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 2-21: 2x4 SP 2400F 2.0E 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20,17-19. WEBS 1 Row at midpt 5-17, 6-16, 8-16 REACTIONS.(lb/size)21=2125/0-3-8, 12=2085/Mechanical Max Horz 21=137(LC 6) Max Uplift 21=-138(LC 6), 12=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3976/463, 3-5=-3723/475, 5-6=-3128/457, 6-7=-2419/427, 7-8=-2449/417, 8-10=-2655/392, 10-11=-2148/295, 2-21=-2043/312, 11-12=-2021/266 BOT CHORD 20-21=-186/757, 19-20=-377/3588, 17-19=-295/3370, 16-17=-186/2818, 14-16=-157/2404, 13-14=-144/1925 WEBS 3-19=-288/92, 5-19=0/374, 5-17=-765/149, 6-17=-28/765, 6-16=-1127/206, 7-16=-154/1368, 8-16=-458/142, 10-14=-19/672, 10-13=-983/165, 2-20=-237/2843, 11-13=-202/2164 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=138. 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) 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.). June 12,2019 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 3_Shadow_Wood Truss T19 Truss Type COMMON Qty 6 Ply 1 3 Shadow Wood Job Reference (optional) I37403600 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4WV6S4Em4mcB4EJmsGUSZKS4xiOt81BBrtdMRFz7JBv Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x8 5x6 3x8 3x8 3x6 4x6 3x6 3x8 3x6 3x6 4x6 2x4 4x6 4x8 2x4 3x8 11-3-10 11-3-10 20-2-8 8-10-15 29-1-7 8-10-15 40-8-0 11-6-9 2-7-4 2-7-4 11-3-10 8-8-6 20-2-8 8-10-15 29-1-7 8-10-15 37-9-13 8-8-6 40-8-0 2-10-3 41-7-0 0-11-0 3-5-411-10-53-4-05.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-1-8], [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 0.90 0.83 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.94 0.10 (loc) 11-12 11-12 11 l/defl >999 >518 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 1-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 2-17, 8-11 REACTIONS.(lb/size)17=1800/Mechanical, 11=1864/0-3-8 Max Horz 17=-99(LC 7) Max Uplift 17=-77(LC 6), 11=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2282/327, 4-5=-1918/365, 5-6=-1918/365, 6-8=-2308/333 BOT CHORD 16-17=-115/1032, 14-16=-88/2021, 12-14=-93/2046, 11-12=-100/1113 WEBS 2-16=-11/1100, 4-14=-571/135, 5-14=-90/908, 6-14=-599/139, 8-12=0/1037, 2-17=-2002/318, 8-11=-2017/297 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) 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) 17 except (jt=lb) 11=110. 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.). June 12,2019 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 3_Shadow_Wood Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 3 Shadow Wood Job Reference (optional) I37403601 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Yj3VfQFOr4k2hNuzPz?h6X?GC6mltUWK4XNwzhz7JBu Scale = 1:33.0 1 2 3 4 5 6 7 11 10 9 81213141516 17 18 6x16 4x10 5x6 6x16 5x12 5x10 MT18HS 8x8 3x8 3x6 3x8 3x6 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.66 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.26 0.07 (loc) 9-11 9-11 7 l/defl >999 >915 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-8-10, Right 2x4 SPF-S Stud 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4829/0-7-8, 7=4861/0-3-8 (req. 0-3-13) Max Horz 1=-43(LC 14) Max Uplift 1=-204(LC 5), 7=-206(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-8611/377, 3-4=-6485/301, 4-5=-6482/301, 5-7=-8598/378 BOT CHORD 1-11=-328/7756, 9-11=-328/7756, 8-9=-286/7724, 7-8=-286/7724 WEBS 4-9=-151/4497, 5-9=-2017/156, 5-8=-27/1928, 3-9=-2053/155, 3-11=-26/1908 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=204, 7=206. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down and 37 lb up at 2-0-4, 900 lb down and 37 lb up at 4-0-4, 900 lb down and 37 lb up at 6-0-4, 900 lb down and 37 lb up at 8-0-4, 900 lb down and 37 lb up at 10-0-4, 899 lb down and 37 lb up at 12-0-4, 899 lb down and 37 lb up at 14-0-4, and 899 lb down and 37 lb up at 16-0-4, and 899 lb down and 37 lb up at 18-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 June 12,2019 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 3_Shadow_Wood Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 3 Shadow Wood Job Reference (optional) I37403601 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:13 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Yj3VfQFOr4k2hNuzPz?h6X?GC6mltUWK4XNwzhz7JBu 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 10=-900(B) 9=-900(B) 12=-900(B) 13=-900(B) 14=-900(B) 15=-899(B) 16=-899(B) 17=-899(B) 18=-899(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 3_Shadow_Wood Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 3 Shadow Wood Job Reference (optional) I37403602 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-0vdttmG0cNsuJXS9zhWwelXSCV6YcsWUJB6TV7z7JBt Scale = 1:62.4 1 2 3 4 9 8 7 6 51011121314 4x6 12x12 2x4 10x10 6x10 10x10 5x8 3x4 1-11-9 1-11-9 2-2-0 0-2-7 4-6-2 2-4-2 10-0-1 5-5-15 15-9-8 5-9-7 4-6-2 4-6-2 10-0-1 5-5-15 15-9-8 5-9-7 6-10-1110-7-131-3-010.00 12 Plate Offsets (X,Y)-- [4:Edge,0-10-6], [5:0-1-12,0-0-0], [6:0-3-8,0-5-0] 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 0.79 0.69 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.22 0.01 (loc) 6-7 6-7 5 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-7,3-6,1-7: 2x4 SPF No.2, 4-5: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 1-8 REACTIONS.(lb/size)5=5963/0-3-8, 8=8028/0-5-8 (req. 0-6-5) Max Horz 8=-316(LC 3) Max Uplift 5=-271(LC 6), 8=-417(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1855/200, 2-3=-1908/201, 3-4=-5727/298, 1-9=-835/78, 4-5=-4307/220 BOT CHORD 7-8=-1325/333, 6-7=-186/4317, 5-6=-80/1116 WEBS 2-7=-185/2083, 3-7=-4214/348, 3-6=-211/5146, 1-8=-4625/253, 4-6=-162/3246, 1-7=-291/4831 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=271, 8=417. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2065 lb down and 89 lb up at 1-11-4, 1780 lb down and 89 lb up at 3-11-4, 1780 lb down and 89 lb up at 5-11-4, 1780 lb down and 89 lb up at 7-11-4, 1780 lb down and 89 lb up at 9-11-4, and 1780 lb down and 89 lb up at 11-11-4, and 1780 lb down and 89 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 12,2019 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 3_Shadow_Wood Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 3 Shadow Wood Job Reference (optional) I37403602 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:14 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-0vdttmG0cNsuJXS9zhWwelXSCV6YcsWUJB6TV7z7JBt 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, 5-9=-20 Concentrated Loads (lb) Vert: 6=-1780(B) 8=-2065(B) 10=-1780(B) 11=-1780(B) 12=-1780(B) 13=-1780(B) 14=-1780(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 3_Shadow_Wood Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403603 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-U5BF46GeNh_lxh1LXO29By4c9vRtLL8dXrs01az7JBs Scale = 1:100.6 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 29 30 31 32 33 3x6 5x6 3x6 6x16 8x10 4x8 3x6 3x4 4x8 3x6 4x6 3x6 5x8 4x6 3x6 4x6 3x6 5x8 3x6 4x6 3x6 4x6 5x8 12x12 4x6 4x6 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 39-3-4 5-9-4 45-0-8 5-9-4 50-9-4 5-8-12 50-11-0 0-1-12 55-8-4 4-9-4 55-11-0 0-2-12 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 39-3-4 5-9-4 45-0-8 5-9-4 50-11-0 5-10-8 55-11-0 5-0-0 56-10-0 0-11-0 0-10-011-10-50-8-00-8-125.00 12 3.00 12 Plate Offsets (X,Y)-- [14:0-3-3,0-2-0], [14:Edge,0-2-9], [18:0-3-8,0-2-8], [27:0-3-8,0-2-8], [28:0-2-12,0-0-0], [28:0-5-0,0-6-5] 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 0.84 0.75 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.66 0.14 (loc) 22-24 22-24 17 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 Weight: 317 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 25-28,17-20: 2x6 SP 2400F 2.0E, 12-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-27,3-26,5-26,9-21,9-19,11-19,11-18: 2x4 SPF-S Stud 2-28: 2x6 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 2-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,14-16 3-0-7 oc bracing: 16-17. WEBS 1 Row at midpt 5-24, 6-22, 8-22, 9-21, 11-16 REACTIONS.(lb/size)28=2277/0-3-8 (req. 0-3-9), 17=2873/0-3-8, 14=391/0-3-8 Max Horz 28=137(LC 5) Max Uplift 28=-141(LC 5), 17=-81(LC 6), 14=-36(LC 4) Max Grav 28=2277(LC 1), 17=2873(LC 1), 14=438(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4294/209, 3-5=-4103/217, 5-6=-3514/212, 6-7=-2809/203, 7-8=-2815/210, 8-9=-3326/198, 9-11=-3479/186, 11-12=-13/570, 12-14=-82/548, 2-28=-2134/176 BOT CHORD 27-28=-196/1202, 26-27=-245/3884, 24-26=-167/3721, 22-24=-80/3175, 21-22=0/3013, 19-21=-34/3158, 18-19=-66/2760, 16-17=-2784/108, 12-16=-451/123, 14-16=-491/98 WEBS 5-26=0/372, 5-24=-757/119, 6-24=-2/751, 6-22=-1118/165, 7-22=-60/1717, 8-22=-839/153, 8-21=0/451, 9-21=-282/93, 11-19=-8/474, 11-18=-417/88, 16-18=-54/2824, 11-16=-3624/122, 2-27=-49/2692 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 28 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) 17, 14 except (jt=lb) 28=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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 308 lb down at 52-10-4, and 266 lb down and 29 lb up at 54-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 June 12,2019 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 3_Shadow_Wood Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403603 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:15 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-U5BF46GeNh_lxh1LXO29By4c9vRtLL8dXrs01az7JBs 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-11=-60, 11-15=-60, 26-28=-20, 26-29=-60, 24-29=-20, 24-30=-60, 30-31=-20, 21-31=-60, 17-21=-20, 14-16=-20 Concentrated Loads (lb) Vert: 32=-308(B) 33=-266(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 3_Shadow_Wood Truss V01 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403604 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-yIldISHG8?7cYrcX56ZOjAduzJu44ztmmVbaa0z7JBr Scale = 1:18.9 1 2 3 2x4 2x4 2x4 3-9-12 3-9-12 0-0-43-2-210.00 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 0.39 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=137/3-9-7, 3=137/3-9-7 Max Horz 1=86(LC 5) Max Uplift 3=-30(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) 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.). June 12,2019 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 3_Shadow_Wood Truss V02 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403605 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-yIldISHG8?7cYrcX56ZOjAdv3Jvd4xfmmVbaa0z7JBr Scale = 1:40.1 1 2 3 4 5 8 7 69103x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 15-2-5 15-2-0 7-7-2 7-7-2 15-2-5 7-7-2 0-0-46-3-150-0-410.00 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-11. (lb) - Max Horz 1=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-127(LC 6), 6=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=399(LC 1), 8=376(LC 10), 6=376(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=127, 6=127. 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.). June 12,2019 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 3_Shadow_Wood Truss V03 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403606 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RUJ?VoIvvIFTA?Bkep4dGN94DjGbpPTw?9L76Sz7JBq Scale = 1:35.1 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 13-2-5 0-0-5 6-7-2 6-7-2 13-2-5 6-7-2 0-0-45-5-150-0-410.00 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 0.36 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-11. (lb) - Max Horz 1=121(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-115(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=303(LC 10), 6=303(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=115, 6=115. 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.). June 12,2019 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 3_Shadow_Wood Truss V04 Truss Type VALLEY Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403607 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vgtOi7JXgcNKo9mwCXbspbiEq7ZKYsl3Ep4geuz7JBp Scale = 1:30.0 1 2 3 45x8 5x6 5x8 2x4 0-0-5 0-0-5 11-2-5 11-2-0 5-7-2 5-7-2 11-2-5 5-7-3 0-0-44-7-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [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-SH 0.43 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=208/11-1-11, 3=208/11-1-11, 4=418/11-1-11 Max Horz 1=-102(LC 4) Max Uplift 1=-14(LC 6), 3=-20(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 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) 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.). June 12,2019 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 3_Shadow_Wood Truss V05 Truss Type VALLEY Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403608 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vgtOi7JXgcNKo9mwCXbspbiGB7YtYsK3Ep4geuz7JBp Scale = 1:25.7 1 2 3 44x6 3x6 4x6 2x4 0-0-5 0-0-5 9-2-5 9-2-0 4-7-2 4-7-2 9-2-5 4-7-3 0-0-43-9-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [2:0-3-12,0-1-8], [3:0-1-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.28 0.34 0.07 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: 19 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=175/9-1-11, 3=175/9-1-11, 4=339/9-1-11 Max Horz 1=-83(LC 4) Max Uplift 1=-15(LC 7), 3=-21(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.). June 12,2019 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 3_Shadow_Wood Truss V06 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403609 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-NtQmwTK9QwVBPIL6mE65LoFQaWwzHJ3DSTqEALz7JBo Scale = 1:20.7 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-2-5 7-2-0 3-7-2 3-7-2 7-2-5 3-7-2 0-0-42-11-150-0-410.00 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 0.36 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-1-11, 3=150/7-1-11, 4=229/7-1-11 Max Horz 1=-64(LC 4) Max Uplift 1=-22(LC 7), 3=-27(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.). June 12,2019 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 3_Shadow_Wood Truss V07 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403610 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-NtQmwTK9QwVBPIL6mE65LoFTVWtaHJcDSTqEALz7JBo Scale = 1:15.8 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-2-5 5-2-0 2-7-2 2-7-2 5-2-5 2-7-2 0-0-42-1-150-0-410.00 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 0.18 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/5-1-11, 3=185/5-1-11 Max Horz 1=-45(LC 4) Max Uplift 1=-7(LC 6), 3=-7(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.). June 12,2019 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 3_Shadow_Wood Truss V08 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403611 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4dtEQU1jhHpi1An9pIlH7mz2R?i-r3_87pKnBDd21SwJKxdKu0ng1wHD0msMh7Znjnz7JBn Scale = 1:9.7 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 3-4-2 3-3-13 1-8-1 1-8-1 3-4-2 1-8-1 0-0-41-4-110-0-410.00 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 3-4-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=111/3-3-8, 3=111/3-3-8 Max Horz 1=-27(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.). June 12,2019 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 3_Shadow_Wood Truss V09 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403612 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-r3_87pKnBDd21SwJKxdKu0nfqwJ30maMh7Znjnz7JBn Scale = 1:12.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-10 4-10-10 0-0-42-0-75.00 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 0.08 0.04 0.02 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-10-10. (lb) - Max Horz 1=59(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 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) 5, 6, 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.). June 12,2019 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 3_Shadow_Wood Truss V10 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403613 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-JFYWL9LPyXlvfcVVtf8ZQDKm9KeVlCGVwnJLFDz7JBm Scale = 1:36.8 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 13-10-6 13-10-1 6-11-3 6-11-3 13-10-6 6-11-3 0-0-45-9-50-0-410.00 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 0.36 0.09 0.12 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: 37 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-9-12. (lb) - Max Horz 1=-128(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-118(LC 6), 6=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=314(LC 10), 6=314(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=118, 6=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) 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.). June 12,2019 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 3_Shadow_Wood Truss V11 Truss Type VALLEY Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403614 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-nS6uYVM1jrtmGm4hRMgozRsvxkvdUfQf8R2ungz7JBl Scale = 1:31.5 1 2 3 45x8 6x6 5x8 2x4 0-0-5 0-0-5 11-10-6 11-10-1 5-11-3 5-11-3 11-10-6 5-11-3 0-0-44-11-50-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [2:Edge,0-2-8], [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-SH 0.49 0.36 0.12 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: 29 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=222/11-9-12, 3=222/11-9-12, 4=445/11-9-12 Max Horz 1=108(LC 5) Max Uplift 1=-15(LC 6), 3=-21(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Non Standard bearing condition. Review required. 7) 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.). June 12,2019 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 3_Shadow_Wood Truss V12 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403615 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-nS6uYVM1jrtmGm4hRMgozRsxzkv2Uf6f8R2ungz7JBl Scale = 1:27.5 1 2 3 44x6 4x6 4x6 2x4 9-10-6 9-10-6 4-11-3 4-11-3 9-10-6 4-11-3 0-0-44-1-50-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-7,Edge], [3:0-2-5,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 0.36 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=191/9-10-6, 3=191/9-10-6, 4=350/9-10-6 Max Horz 1=-89(LC 4) Max Uplift 1=-17(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.). June 12,2019 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 3_Shadow_Wood Truss V13 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403616 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-FegHmrNfU8?duweu?4B1WeP5L8G9D7woN5oRJ6z7JBk Scale = 1:22.4 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-10-6 7-10-1 3-11-3 3-11-3 7-10-6 3-11-3 0-0-43-3-50-0-410.00 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 0.44 0.27 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=166/7-9-12, 3=166/7-9-12, 4=252/7-9-12 Max Horz 1=-71(LC 4) Max Uplift 1=-24(LC 7), 3=-29(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.). June 12,2019 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 3_Shadow_Wood Truss V14 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403617 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-FegHmrNfU8?duweu?4B1WeP8d8IAD7EoN5oRJ6z7JBk Scale = 1:17.3 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-10-6 5-10-1 2-11-3 2-11-3 5-10-6 2-11-3 0-0-42-5-50-0-410.00 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 0.23 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=120/5-9-12, 3=120/5-9-12, 4=183/5-9-12 Max Horz 1=51(LC 5) Max Uplift 1=-17(LC 7), 3=-21(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.). June 12,2019 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 3_Shadow_Wood Truss V15 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403618 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Wwpfu5D35HByTn7yD7KpF7yJtbU-jqEfzBNIFS7UW4D4ZniG2syLcXd8yasyclX?sYz7JBj Scale = 1:10.8 1 2 3 2x4 2x4 2x4 3-10-6 3-10-6 1-11-3 1-11-3 3-10-6 1-11-3 0-0-41-7-50-0-410.00 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 0.09 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/3-10-6, 3=132/3-10-6 Max Horz 1=32(LC 5) Max Uplift 1=-5(LC 6), 3=-5(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.). June 12,2019 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 3_Shadow_Wood Truss V16 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403619 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-jqEfzBNIFS7UW4D4ZniG2syJ4XcDyaAyclX?sYz7JBj Scale = 1:16.7 1 2 3 4 3x6 3x6 3x6 2x4 0-0-10 0-0-10 4-7-2 4-6-9 9-2-4 4-7-2 4-7-2 4-7-2 9-2-4 4-7-2 0-0-41-11-00-0-45.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [3:0-0-11,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 0.25 0.28 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/9-1-1, 3=140/9-1-1, 4=367/9-1-1 Max Horz 1=16(LC 6) Max Uplift 1=-15(LC 6), 3=-18(LC 7), 4=-2(LC 6) Max Grav 1=144(LC 10), 3=144(LC 11), 4=367(LC 1) 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, 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) 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.). June 12,2019 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 3_Shadow_Wood Truss V17 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403620 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-C1o1AXOw0mFL7DoG6VDVb3UMLxqCh155rPHYO_z7JBi Scale = 1:14.0 1 2 3 3x4 2x4 2x4 7-7-9 7-7-9 0-0-41-10-143.00 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-P 0.67 0.81 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-7-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-10-2 oc bracing. REACTIONS.(lb/size)1=251/7-6-9, 3=251/7-6-9 Max Horz 1=52(LC 5) Max Uplift 1=-19(LC 4), 3=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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.). June 12,2019 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 3_Shadow_Wood Truss V18 Truss Type Valley Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403621 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-C1o1AXOw0mFL7DoG6VDVb3UWwx0Oh155rPHYO_z7JBi Scale = 1:6.8 1 2 3 2x4 6x6 1-11-2 1-11-2 0-0-40-9-105.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-8], [2:Edge,0-1-13], [3:0-1-4,0-0-0] 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-P 0.05 0.03 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=51/1-10-9, 3=51/1-10-9 Max Horz 1=18(LC 5) Max Uplift 1=-3(LC 6), 3=-6(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.). June 12,2019 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 3_Shadow_Wood Truss V19 Truss Type GABLE Qty 1 Ply 1 3 Shadow Wood Job Reference (optional) I37403622 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 15:50:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-gDMPOtPYn3NClNNSgCkk7H1geLMVQUyF3206wRz7JBh Scale = 1:17.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 3-10-15 3-10-15 1-3-120-2-43-3-22-11-51-3-123-3-25.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=72/3-10-15, 4=22/3-10-15, 5=180/3-10-15 Max Horz 1=65(LC 5) Max Uplift 4=-4(LC 6), 5=-27(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 4, 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). June 12,2019 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