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HomeMy WebLinkAboutI33800388.17_Shadow_WoodRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I33800388 thru I33800434 My license renewal date for the state of Indiana is July 31, 2018. 17_Shadow_Wood Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 17 Shadow Wood 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. June 26,2018 Job 17_SHADOW_WOOD Truss GE01 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800388 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GGASPQhQCBxzQkSRoLX8bthRllBdJ0GIZUBrNRz2QAK Scale = 1:41.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 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- 1 0 - 0 4- 1 1 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [14:0-4-4,0-1-8], [20:0-3-0,0-3-0], [24:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 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 Rigid ceiling 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) 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE02 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800389 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GGASPQhQCBxzQkSRoLX8bthQRlAcJzgIZUBrNRz2QAK Scale = 1:58.4 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 - 0 7- 0 - 9 1- 3 - 0 10.00 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) 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 Rigid ceiling 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) 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE03 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800390 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-CeHDq6jgkoBhg2cqvlZcgImlWZsJnuAb0ogyRKz2QAI Scale = 1:93.4 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- 1 0 - 0 11 - 1 0 - 5 4- 1 - 9 5.00 12 Plate Offsets (X,Y)-- [53:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 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 Rigid ceiling 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) 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE04 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800391 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-grrb1SkIV6JYHCB0TT4rCWJuxzCEWLQkFSPWzmz2QAH Scale = 1:90.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 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 - 4 11 - 1 0 - 5 3- 4 - 0 5.00 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) 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 Rigid ceiling 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 8-9=-1/251, 9-10=-24/282, 10-11=-23/313, 11-12=-27/341, 12-13=-26/341, 13-14=-23/313, 14-15=-24/282, 15-16=-1/251, 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) 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE05 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800392 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-81PzEnkwGPRPvLmC1Ab4ljr4FMYIFnKuU693WDz2QAG Scale = 1:80.9 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 - 0 9- 1 1 - 9 1- 3 - 0 10.00 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) 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 Rigid ceiling 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) 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE06 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800393 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-81PzEnkwGPRPvLmC1Ab4ljr5zMZDFqmuU693WDz2QAG Scale = 1:26.6 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- 1 0 - 0 3- 5 - 7 5.00 12 Plate Offsets (X,Y)-- [9:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.05 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 Rigid ceiling 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE07 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800394 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-cDzLS7lY0jZGXVKPbu6JIxO3Bmii_EW1imuc2fz2QAF Scale = 1:91.3 Sheet Front Left Option 7-3-0 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 14 13 12 11 10 34 15 35 36 37 38 6x8 4x6 3x4 3x6 3x6 10x16 2x4 3x4 2x4 4x10 2x4 5x8 3x6 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2- 1 - 0 7-3-0 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 - 1 5 9- 1 1 - 1 10 - 7 - 1 3 1- 3 - 0 0- 8 - 1 2 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [4:0-1-12,0-1-8], [8:0-3-8,Edge], [13:0-8-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 1.00 0.86 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.01 (loc) 13-14 13-14 10 l/defl >714 >287 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2, 1-14,8-10,13-15,6-15,2-34: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-4-10 oc bracing: 12-13. WEBS 1 Row at midpt 4-13 JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size) 14=336/Mechanical, 12=857/0-3-8, 10=618/0-3-8 Max Horz 14=-262(LC 3) Max Uplift14=-1(LC 6), 12=-74(LC 16), 10=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/47, 4-5=-304/183, 5-6=-404/153, 6-7=-457/161, 7-8=-564/50, 8-10=-565/81 BOT CHORD 14-35=-252/336, 35-36=-252/336, 36-37=-252/336, 37-38=-252/336, 13-38=-252/336, 12-13=-790/113, 13-34=-402/269, 3-34=-402/269 WEBS 4-15=-133/352, 11-15=-136/360 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) 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) 14, 12, 10. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 40 lb up at 1-1-4 on top chord, and 12 lb down and 16 lb up at 1-1-4, 9 lb down and 1 lb up at 3-2-14, and 9 lb down and 1 lb up at 5-2-14, and 9 lb down and 1 lb up 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) 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss GE07 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800394 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:26 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-cDzLS7lY0jZGXVKPbu6JIxO3Bmii_EW1imuc2fz2QAF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 35=-7(F) 36=-7(F) 37=-7(F) 38=-7(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_SHADOW_WOOD Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 17 Shadow Wood Job Reference (optional) I33800395 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5QXkfTmAn1h78fvb8beYq8xS4ADNjjhBxQeAa5z2QAE Scale: 3/4"=1' 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- 1 0 - 0 2- 1 - 0 1- 8 - 9 2- 1 - 0 5.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.07 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 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=192/0-3-8, 3=67/Mechanical, 4=27/Mechanical Max Horz 5=65(LC 6) Max Uplift5=-33(LC 6), 3=-29(LC 6) Max Grav 5=192(LC 1), 3=67(LC 1), 4=49(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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800396 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5QXkfTmAn1h78fvb8beYq8xOtAC9jjhBxQeAa5z2QAE Scale: 3/4"=1' 1 2 5 3 4 2x4 3x4 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 - 0 2- 0 - 9 1- 8 - 4 2- 0 - 9 4.47 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) 0.36 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=10/Mechanical, 5=295/0-7-13, 4=-14/Mechanical Max Horz 5=42(LC 5) Max Uplift3=-33(LC 9), 5=-98(LC 6), 4=-14(LC 1) Max Grav 3=11(LC 2), 5=295(LC 1), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down and 28 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, 4-5=-20 Concentrated Loads (lb) Vert: 3=-6(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T01 Truss Type COMMON Qty 4 Ply 1 17 Shadow Wood Job Reference (optional) I33800397 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Zc56tpnpYKq_mpUniJ9nNMTZnaR0S7uKA4Nj6Xz2QAD Scale = 1:40.5 1 2 3 4 5 6 7 8 9 11 10 6x10 4x6 3x6 4x6 2x4 3x8 2x4 6x10 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- 1 0 - 0 4- 1 1 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-6-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.35 0.62 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.04 (loc) 10-18 10-18 8 l/defl >999 >793 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 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 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=852/0-3-8, 8=852/0-3-8 Max Horz 2=-49(LC 7) Max Uplift2=-69(LC 6), 8=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/0, 3-4=-1257/208, 4-5=-1007/160, 5-6=-1007/160, 6-7=-1257/208, 7-8=-647/0 BOT CHORD 2-11=-110/1104, 10-11=-110/1104, 8-10=-110/1104 WEBS 5-10=-16/507, 6-10=-297/123, 4-10=-297/123 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T02 Truss Type COMMON Qty 2 Ply 1 17 Shadow Wood Job Reference (optional) I33800398 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Zc56tpnpYKq_mpUniJ9nNMTQtaWmS9JKA4Nj6Xz2QAD Scale = 1:54.2 1 2 3 4 5 8 7 6 3x4 3x4 3x8 4x6 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 - 0 7- 0 - 9 1- 3 - 0 10.00 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-S) 0.92 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift8=-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=-537/88, 3-4=-537/88, 2-8=-545/113, 4-6=-545/113 BOT CHORD 7-8=-211/262 WEBS 3-7=0/272 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T03 Truss Type COMMON Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800399 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1ofU49nRJeyrOz3_G0g0vZ0bh_s?BcWTOk7Hf_z2QAC Scale = 1:54.2 1 2 3 4 7 6 5 3x4 3x4 3x8 4x6 6x8 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 - 0 7- 0 - 9 1- 3 - 0 10.00 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-S) 0.92 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 7=543/0-3-8, 5=611/0-3-8 Max Horz 7=-181(LC 4) Max Uplift7=-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=-536/85, 2-3=-541/88, 1-7=-479/77, 3-5=-547/112 BOT CHORD 6-7=-187/253 WEBS 2-6=0/270 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T04 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800400 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1ofU49nRJeyrOz3_G0g0vZ0bM_p1BWTTOk7Hf_z2QAC Scale = 1:86.3 1 2 3 4 5 10 9 8 7 6 5x8 4x6 5x6 3x6 8x10 2x4 3x6 3x4 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 - 1 5 9- 1 1 - 1 10 - 7 - 1 3 1- 3 - 0 0- 8 - 1 2 10.00 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-S) 0.94 0.50 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 9-10 9-10 6 l/defl >960 >387 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, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 10=349/Mechanical, 8=804/0-3-8, 6=567/0-3-8 Max Horz 10=-248(LC 4) Max Uplift10=-1(LC 7), 8=-74(LC 6), 6=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/91, 3-4=-580/247, 4-5=-586/64, 5-6=-511/56, 1-10=-270/51 BOT CHORD 9-10=-245/335, 8-9=-735/123, 2-9=-396/265 WEBS 3-9=-279/45, 3-7=-213/521, 4-7=-370/250 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T04A Truss Type ROOF SPECIAL Qty 2 Ply 1 17 Shadow Wood Job Reference (optional) I33800401 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-V?CsIVo34y4i?7eAqkBFSnZn4NAMwzhddOsqBQz2QAB Scale = 1:86.3 1 2 3 4 5 10 9 8 7 6 11 6x6 4x6 5x6 3x6 8x10 2x4 3x6 3x4 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 - 1 1 1- 6 - 1 5 10 - 7 - 1 3 0- 8 - 1 2 1- 3 - 0 0- 8 - 1 2 10.00 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-S) 0.88 0.43 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.06 (loc) 9-10 9-10 6 l/defl >999 >473 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, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 8=802/0-3-8, 6=560/0-3-8, 11=318/0-3-8 Max Horz 11=-266(LC 4) Max Uplift8=-82(LC 6), 6=-14(LC 7), 11=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-569/243, 4-5=-576/60, 10-11=-318/5, 5-6=-504/53 BOT CHORD 9-10=-369/446, 8-9=-733/130, 2-9=-371/247 WEBS 3-9=-296/62, 3-7=-215/524, 4-7=-369/250, 1-9=-256/278 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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 11. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T05 Truss Type COMMON Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800402 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-V?CsIVo34y4i?7eAqkBFSnZmEN5iwvwddOsqBQz2QAB Scale = 1:76.7 12 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x6 5x8 5x8 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 - 0 9- 1 1 - 9 1- 3 - 0 10.00 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-S) 0.93 0.73 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.02 (loc) 9-11 9-11 8 l/defl >999 >492 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 11=889/0-3-8, 8=889/0-3-8 Max Horz 11=-238(LC 4) Max Uplift11=-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=-361/103, 3-4=-718/151, 4-5=-718/151, 5-6=-361/103, 2-11=-380/126, 6-8=-380/126 BOT CHORD 10-11=-66/599, 9-10=-66/599, 8-9=0/599 WEBS 4-9=-82/522, 3-11=-574/45, 5-8=-574/45 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T06 Truss Type COMMON Qty 4 Ply 1 17 Shadow Wood Job Reference (optional) I33800403 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-zBmEVrphrFCYdGDMNRiU?_5xonRAfLfms2cNjsz2QAA Scale = 1:76.7 1 2 3 4 5 6 10 9 8 7 3x4 4x6 3x6 3x8 3x4 3x4 4x8 5x8 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 - 8 9- 1 1 - 9 1- 3 - 0 10.00 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-S) 0.94 0.71 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.02 (loc) 7-8 7-8 7 l/defl >999 >475 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 10=813/Mechanical, 7=880/0-3-8 Max Horz 10=-251(LC 4) Max Uplift10=-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=-282/76, 2-3=-706/150, 3-4=-706/150, 4-5=-363/100, 1-10=-254/70, 5-7=-377/124 BOT CHORD 9-10=-70/576, 8-9=-70/576, 7-8=0/592 WEBS 3-8=-80/507, 2-10=-632/56, 4-7=-564/46 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T06A Truss Type COMMON Qty 5 Ply 1 17 Shadow Wood Job Reference (optional) I33800404 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-zBmEVrphrFCYdGDMNRiU?_5xjnRyfLUms2cNjsz2QAA Scale = 1:76.7 1 2 3 4 5 9 8 7 610 11 12 13 3x6 4x6 3x6 3x6 3x8 3x4 3x4 4x8 5x8 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 - 8 9- 1 1 - 9 1- 3 - 0 10.00 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-S) 0.95 0.73 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.03 (loc) 6-7 6-7 6 l/defl >999 >475 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 9=920/Mechanical, 6=919/0-3-8 Max Horz 9=-238(LC 4) Max Uplift9=-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=-363/77, 2-3=-800/150, 3-4=-801/150, 4-5=-453/73, 1-9=-310/70, 5-6=-371/70 BOT CHORD 9-10=-80/646, 10-11=-80/646, 8-11=-80/646, 7-8=-80/646, 7-12=0/669, 12-13=0/669, 6-13=0/669 WEBS 3-7=-81/579, 2-9=-641/56, 4-6=-563/63 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T10 Truss Type COMMON Qty 6 Ply 1 17 Shadow Wood Job Reference (optional) I33800405 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RNKdiBqJcZKPFQoZx8DjXCe7ZBlKOmBw5iLxFJz2QA9 Scale = 1:98.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x8 5x8 3x8 10x10 3x8 MT18HS 3x6 4x8 3x6 3x6 3x8 3x6 3x8 4x6 5x6 3x4 3x6 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 32-9-5 6-3-13 45-7-8 12-10-3 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 44-0-11 8-8-6 45-7-8 1-6-13 0- 1 0 - 0 11 - 1 0 - 5 3- 1 0 - 7 5.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-1-8], [15:0-2-8,0-1-8], [17:0-2-8,0-2-0], [18:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.88 0.85 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.72 0.17 (loc) 11-12 11-12 11 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 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* 5-14,6-14,7-14: 2x4 SPF No.2, 2-18: 2x6 SP No.1, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 5-14, 7-14 REACTIONS.(lb/size) 18=1880/0-3-8, 11=1809/0-3-8 Max Horz 18=141(LC 6) Max Uplift18=-139(LC 6), 11=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3446/455, 3-4=-2843/423, 4-5=-2660/444, 5-6=-2017/405, 6-7=-2017/406, 7-8=-1957/348, 8-9=-2138/327, 2-18=-1786/322 BOT CHORD 17-18=-219/946, 16-17=-356/3083, 15-16=-356/3083, 14-15=-223/2536, 13-14=-136/1887, 12-13=-136/1887, 11-12=-56/650 WEBS 3-15=-634/146, 5-15=0/558, 5-14=-1061/221, 6-14=-112/964, 7-14=-328/132, 7-12=-398/161, 9-12=-89/1375, 2-17=-169/2143, 9-11=-1924/363 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 18=139. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800406 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RNKdiBqJcZKPFQoZx8DjXCe7eBlKOm9w5iLxFJz2QA9 Scale = 1:100.6 1 2 3 4 5 6 7 8 910 11 19 18 17 16 15 14 13 12 3x8 5x8 3x8 3x6 3x4 10x10 3x8 MT18HS 3x6 4x8 3x6 3x6 3x8 3x6 3x8 4x6 5x6 3x6 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-5 8-10-13 45-0-8 9-8-3 45-7-8 0-7-0 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-5 8-10-13 44-0-11 8-8-5 45-0-8 0-11-13 45-7-8 0-7-0 0-1 0 - 0 11 - 1 0 - 5 3-1 1 - 1 0 5.00 12 3.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-1-8], [16:0-2-8,0-1-8], [18:0-2-8,0-2-0], [19:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.87 0.85 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.73 0.17 (loc) 12-13 12-13 12 l/defl >999 >748 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 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* 5-15,6-15,7-15: 2x4 SPF No.2, 2-19: 2x6 SP No.1, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 5-15, 7-15 REACTIONS.(lb/size) 19=1880/0-3-8, 12=1809/0-3-8 Max Horz 19=141(LC 6) Max Uplift19=-139(LC 6), 12=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3446/455, 3-4=-2843/423, 4-5=-2660/444, 5-6=-2017/405, 6-7=-2017/405, 7-8=-2028/348, 8-9=-2138/326, 2-19=-1786/322 BOT CHORD 18-19=-220/946, 17-18=-356/3083, 16-17=-356/3083, 15-16=-224/2536, 14-15=-137/1887, 13-14=-137/1887, 12-13=-56/650 WEBS 3-16=-634/146, 5-16=0/558, 5-15=-1061/221, 6-15=-112/964, 7-15=-328/131, 7-13=-398/161, 9-13=-90/1375, 2-18=-169/2143, 9-12=-1927/364 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 19=139. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T12 Truss Type COMMON Qty 2 Ply 1 17 Shadow Wood Job Reference (optional) I33800407 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vau?wXrxNtSGsaNlVsky4PBHdb5r7Eg3JM5Uolz2QA8 Scale = 1:113.3 1 2 3 4 5 6 7 8 9 10 11 12 27 26 25 24 23 22 17 16 15 14 13 21 20 19 18 28 29 30 31 3x8 5x6 3x8 10x10 3x8 MT18HS 3x6 4x8 6x16 3x6 4x6 5x12 5x6 5x8 3x4 2x4 3x6 2x4 6x10 6x10 2x4 2x4 2x4 2x4 2x4 2x4 8-9-0 8-9-0 17-6-10 8-9-10 23-5-8 5-10-14 25-8-8 2-3-0 26-5-8 0-9-0 26-9-0 0-3-8 29-5-8 2-8-8 32-9-5 3-3-13 45-7-8 12-10-3 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 23-5-8 5-10-14 25-8-8 2-3-0 26-5-8 0-9-0 26-9-0 0-3-8 29-5-8 2-8-8 35-4-6 5-10-14 44-0-11 8-8-6 45-7-8 1-6-13 0- 1 0 - 0 11 - 1 0 - 5 3- 1 0 - 7 3- 0 - 0 5.00 12 Plate Offsets (X,Y)-- [18:0-3-12,0-2-8], [21:0-4-12,0-2-12], [26:0-2-8,0-2-0], [27:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.92 0.83 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.82 0.31 (loc) 19-20 19-20 13 l/defl >999 >665 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-27: 2x6 SP No.1, 12-13: 2x4 SPF-S Stud, 21-24,14-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-24, 5-24, 9-14, 11-13 JOINTS 1 Brace at Jt(s): 21, 18 REACTIONS.(lb/size) 27=1967/0-3-8, 13=1930/0-3-8 Max Horz 27=141(LC 6) Max Uplift27=-139(LC 6), 13=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3647/456, 3-4=-3039/423, 4-5=-2927/443, 5-6=-3438/480, 6-7=-3380/534, 7-8=-3111/503, 8-9=-3167/449, 9-10=-2185/346, 10-11=-2295/326, 2-27=-1874/321 BOT CHORD 26-27=-213/950, 25-26=-358/3269, 24-25=-358/3269, 13-14=-61/702, 21-30=-77/2571, 20-30=-77/2571, 19-20=-77/2571, 19-31=-77/2571, 18-31=-77/2571 WEBS 3-24=-651/153, 5-24=-962/135, 5-21=0/508, 9-18=0/1059, 9-14=-1495/213, 11-14=-78/1471, 2-26=-177/2326, 11-13=-2081/383, 21-24=-248/3033, 14-18=-148/2264, 7-21=-219/1575, 7-18=-132/858 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 27=139. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800408 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-NmSN7srZ8Aa7Ukyx3ZGBcdjTo?PJsfOCY0q1KBz2QA7 Scale = 1:104.0 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 16 15 14 13 18 17 3x8 5x6 3x8 3x6 3x4 10x10 3x8 MT18HS 3x6 4x8 5x12 3x6 2x4 6x10 4x6 5x12 4x6 5x6 2x4 3x8 5x12 4x6 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 28-11-0 2-5-8 35-4-5 6-5-5 45-0-8 9-8-3 45-7-8 0-7-0 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 28-11-0 2-5-8 35-4-5 6-5-5 44-0-11 8-8-5 45-0-8 0-11-13 45-7-8 0-7-0 0- 1 0 - 0 11 - 1 0 - 5 3- 1 1 - 1 0 3- 0 - 0 5.00 12 3.00 12 Plate Offsets (X,Y)-- [17:0-7-0,0-4-0], [18:0-5-0,0-2-8], [23:0-2-8,0-2-0], [24:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.90 0.94 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.97 0.32 (loc) 20-21 20-21 13 l/defl >999 >561 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 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* 6-20,7-16: 2x4 SPF No.2, 2-24: 2x6 SP No.1, 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-21, 5-18, 8-15, 7-18 REACTIONS.(lb/size) 24=1883/0-3-8, 13=1814/0-3-8 Max Horz 24=141(LC 6) Max Uplift24=-137(LC 6), 13=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3451/451, 3-4=-2858/416, 4-5=-2675/437, 5-6=-2656/425, 6-7=-2571/447, 7-8=-2931/444, 8-9=-2027/341, 9-10=-2137/321, 2-24=-1788/321 BOT CHORD 23-24=-217/952, 22-23=-353/3088, 21-22=-353/3088, 14-15=-59/661, 13-14=-59/661, 17-18=-116/2637 WEBS 3-21=-628/149, 5-21=-380/128, 5-18=-384/162, 6-18=-184/1573, 8-17=0/918, 8-15=-1354/216, 10-15=-77/1356, 2-23=-167/2141, 10-13=-1962/377, 7-17=-49/709, 15-17=-143/2102, 7-18=-813/115, 18-21=-231/2672 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 24=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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T15 Truss Type ROOF SPECIAL Qty 5 Ply 1 17 Shadow Wood Job Reference (optional) I33800409 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-sy0lLCsCvUi_6uW7cHnQ9qGfzOlmb8cMngabsdz2QA6 Scale = 1:112.5 12 3 4 5 6 7 8 9 10 11 12 1314 25 24 23 22 21 20 19 18 17 16 15 3x8 5x8 3x8 6x16 10x10 3x16 MT18HS 3x6 3x4 3x6 5x6 3x6 3x6 4x8 3x6 3x6 3x6 5x12 8x10 3x6 3x8 5x8 4x6 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 45-0-8 9-8-2 50-11-0 5-10-8 55-8-4 4-9-4 55-11-0 0-2-12 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 44-0-12 8-8-6 45-0-8 0-11-12 50-11-0 5-10-8 55-11-0 5-0-0 56-10-0 0-11-0 0- 1 0 - 0 11 - 1 0 - 5 0- 8 - 0 0- 8 - 1 2 5.00 12 3.00 12 Plate Offsets (X,Y)-- [13:0-4-1,0-2-6], [16:Edge,0-2-8], [19:0-2-8,0-1-8], [22:0-2-8,0-1-8], [24:0-2-8,0-2-8], [25:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.80 0.93 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.82 0.23 (loc) 22-24 17-19 16 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,6-20,7-20,10-15: 2x4 SPF No.2, 2-25: 2x6 SP No.1 SLIDER Right 2x6 SP No.1 2-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-22, 5-20, 7-20, 10-15 REACTIONS.(lb/size) 25=2064/0-3-8, 16=2533/0-3-8 (req. 0-4-0), 13=-19/0-3-8 Max Horz 25=139(LC 6) Max Uplift25=-141(LC 6), 16=-131(LC 7), 13=-85(LC 10) Max Grav 25=2064(LC 1), 16=2533(LC 1), 13=49(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3853/506, 3-4=-3284/479, 4-5=-3172/500, 5-6=-2472/462, 6-7=-2472/463, 7-8=-2922/463, 8-9=-3033/442, 9-10=-2511/330, 10-11=-63/800, 11-12=-107/792, 2-25=-1969/346 BOT CHORD 24-25=-214/1029, 23-24=-392/3456, 22-23=-392/3456, 21-22=-264/2943, 20-21=-264/2943, 19-20=-231/2713, 18-19=-279/2575, 17-18=-279/2575, 15-16=-2482/347, 11-15=-472/148, 13-15=-708/144 WEBS 3-22=-609/142, 5-22=0/544, 5-20=-1049/219, 6-20=-155/1313, 7-20=-794/175, 7-19=0/330, 9-17=-746/217, 10-17=-69/513, 15-17=-236/2399, 10-15=-3535/408, 2-24=-209/2434 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) WARNING: Required bearing size at joint(s) 16 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) 13 except (jt=lb) 25=141, 16=131. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 17 Shadow Wood Job Reference (optional) I33800410 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-sy0lLCsCvUi_6uW7cHnQ9qGdPOmibAiMngabsdz2QA6 Scale = 1:101.7 1 2 3 4 5 6 7 8 910 11 20 19 18 17 16 15 14 13 12 3x8 5x8 3x8 5x6 10x10 3x8 MT18HS 3x6 4x8 3x6 3x6 3x8 3x6 3x6 4x6 3x4 8x8 8x8 3x6 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 45-0-8 9-8-2 46-11-0 1-10-8 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 44-0-12 8-8-6 45-0-8 0-11-12 46-11-0 1-10-8 0- 1 0 - 0 11 - 1 0 - 5 3- 7 - 1 2 5.00 12 3.00 12 Plate Offsets (X,Y)-- [11:0-2-12,Edge], [14:0-2-8,0-1-8], [17:0-2-8,0-1-8], [19:0-2-8,0-2-0], [20:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.90 0.87 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.69 0.18 (loc) 17-19 17-19 12 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 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* 5-16,6-16,7-16: 2x4 SPF No.2, 2-20: 2x6 SP No.1, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 5-16, 7-16 REACTIONS.(lb/size) 20=1931/0-3-8, 12=1861/0-3-8 Max Horz 20=140(LC 6) Max Uplift20=-140(LC 6), 12=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3560/469, 3-4=-2967/439, 4-5=-2784/460, 5-6=-2144/421, 6-7=-2144/422, 7-8=-2205/383, 8-9=-2386/361, 9-10=-766/89, 10-11=-842/126, 2-20=-1837/329, 11-12=-1904/195 BOT CHORD 19-20=-218/961, 18-19=-367/3188, 17-18=-367/3188, 16-17=-236/2650, 15-16=-165/2116, 14-15=-165/2116, 13-14=-115/1198 WEBS 3-17=-627/145, 5-17=0/553, 5-16=-1057/221, 6-16=-124/1062, 7-16=-451/141, 7-14=-253/139, 9-14=-56/1020, 9-13=-1605/361, 2-19=-180/2232, 11-13=-148/1817 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 20=140. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T17 Truss Type COMMON Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800411 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-K8a7YYtqgoqrj25KA_Ifi2po9o61KdHV?KJ8O4z2QA5 Scale = 1:99.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x8 5x8 3x8 10x10 3x8 MT18HS 3x6 4x8 3x6 3x6 3x8 3x6 3x6 4x6 4x8 3x4 3x6 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 46-8-0 11-3-10 -0-11-0 0-11-0 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 43-11-3 8-6-13 46-8-0 2-8-13 0- 1 0 - 0 11 - 1 0 - 5 3- 5 - 4 5.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-1-8], [15:0-2-8,0-1-8], [17:0-2-8,0-2-0], [18:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.90 0.86 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.83 0.16 (loc) 11-12 11-12 11 l/defl >999 >670 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,6-14,7-14,10-11: 2x4 SPF No.2, 2-18: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 5-14, 7-14, 9-11 REACTIONS.(lb/size) 18=1921/0-3-8, 11=1851/Mechanical Max Horz 18=138(LC 6) Max Uplift18=-140(LC 6), 11=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3535/467, 3-4=-2943/437, 4-5=-2760/458, 5-6=-2119/419, 6-7=-2119/420, 7-8=-2162/373, 8-9=-2340/351, 2-18=-1823/328 BOT CHORD 17-18=-221/1003, 16-17=-362/3165, 15-16=-362/3165, 14-15=-232/2628, 13-14=-155/2076, 12-13=-155/2076, 11-12=-119/1095 WEBS 3-15=-626/144, 5-15=0/556, 5-14=-1059/220, 6-14=-123/1043, 7-14=-435/135, 7-12=-275/148, 9-12=-40/1096, 2-17=-172/2167, 9-11=-2021/356 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) 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) 11 except (jt=lb) 18=140. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss T19 Truss Type COMMON Qty 6 Ply 1 17 Shadow Wood Job Reference (optional) I33800412 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-K8a7YYtqgoqrj25KA_Ifi2ptao9vKhKV?KJ8O4z2QA5 Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x8 5x8 3x8 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x4 5x8 4x8 3x4 3x6 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 - 4 11 - 1 0 - 5 3- 4 - 0 5.00 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-S) 0.62 0.68 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.82 0.09 (loc) 11-12 11-12 11 l/defl >999 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 197/144 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* 4-14,5-14,6-14,1-17,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-14, 2-17, 8-11 REACTIONS.(lb/size) 17=1614/Mechanical, 11=1680/0-3-8 Max Horz 17=-99(LC 7) Max Uplift17=-77(LC 6), 11=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1979/306, 3-4=-1799/327, 4-5=-1672/366, 5-6=-1672/366, 6-7=-1822/333, 7-8=-2003/311 BOT CHORD 16-17=-110/925, 15-16=-88/1742, 14-15=-88/1742, 13-14=-93/1764, 12-13=-93/1764, 11-12=-95/996 WEBS 2-16=-16/908, 4-14=-500/134, 5-14=-83/734, 6-14=-525/137, 8-12=0/853, 2-17=-1747/327, 8-11=-1759/309 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) 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) 17 except (jt=lb) 11=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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 17 Shadow Wood Job Reference (optional) I33800413 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oL7WmuuSR5yiLBgWkipuEFL?5CRt34qfE_3ixWz2QA4 Scale = 1:39.5 1 2 3 4 5 6 7 11 10 9 822 23 24 25 26 27 28 6x16 4x6 4x6 8x8 4x6 5x10 MT18HS 10x10 3x6 2x4 3x6 2x4 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- 1 0 - 0 4- 1 1 - 1 3 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-12], [7:0-1-9,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.83 0.95 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.32 0.06 (loc) 9-11 9-11 7 l/defl >999 >749 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 7-10: 2x6 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 2-8-10, Right 2x6 SP No.1 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4801/0-7-8, 7=4468/0-3-8 Max Horz 1=-39(LC 14) Max Uplift1=-208(LC 5), 7=-204(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3785/153, 2-3=-7679/349, 3-4=-6064/294, 4-5=-6070/293, 5-6=-7795/370, 6-7=-4634/195 BOT CHORD 1-22=-311/6967, 22-23=-311/6967, 11-23=-311/6967, 11-24=-311/6967, 10-24=-311/6967, 9-10=-311/6967, 9-25=-293/7102, 25-26=-293/7102, 8-26=-293/7102, 8-27=-293/7102, 27-28=-293/7102, 7-28=-293/7102 WEBS 4-9=-146/4225, 5-9=-1759/156, 5-8=-25/1460, 3-9=-1618/134, 3-11=-18/1443 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 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=208, 7=204. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 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, 793 lb down and 37 lb up at 12-0-4, 793 lb down and 37 lb up at 14-0-4, and 793 lb down and 37 lb up at 16-0-4, and 793 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. 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 17 Shadow Wood Job Reference (optional) I33800413 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:37 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oL7WmuuSR5yiLBgWkipuEFL?5CRt34qfE_3ixWz2QA4 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, 12-18=-20 Concentrated Loads (lb) Vert: 10=-900(B) 9=-900(B) 22=-900(B) 23=-900(B) 24=-900(B) 25=-793(B) 26=-793(B) 27=-793(B) 28=-793(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_SHADOW_WOOD Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 17 Shadow Wood Job Reference (optional) I33800414 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GXhuzEu4CP4ZzLFiIPK7nTuDfcmnoTOoTeoFTyz2QA3 Scale = 1:82.0 1 2 3 4 9 8 7 6 510 11 12 13 14 4x6 4x8 2x4 4x8 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- 1 0 - 1 1 10 - 7 - 1 3 1- 3 - 0 10.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [6:0-2-8,0-5-0] 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-M) 0.58 0.97 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 6-7 6-7 5 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-7,1-9: 2x4 SPF-S Stud, 4-5: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 1-8 REACTIONS.(lb/size) 5=5422/0-3-8, 8=5376/0-5-8 Max Horz 8=-317(LC 11) Max Uplift5=-272(LC 6), 8=-326(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1678/200, 2-3=-1732/200, 3-4=-5105/295, 1-9=-690/74, 4-5=-3850/218 BOT CHORD 8-10=-1178/332, 7-10=-1178/332, 7-11=-185/3843, 11-12=-185/3843, 6-12=-185/3843, 6-13=-81/1192, 13-14=-81/1192, 5-14=-81/1192 WEBS 2-7=-186/1858, 3-7=-3730/344, 3-6=-209/4512, 1-8=-4288/258, 4-6=-151/2695, 1-7=-294/4390 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=272, 8=326. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1594 lb down and 89 lb up at 3-11-4, 1594 lb down and 89 lb up at 5-11-4, 1594 lb down and 89 lb up at 7-11-4, 1594 lb down and 89 lb up at 9-11-4, and 1594 lb down and 89 lb up at 11-11-4, and 1594 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. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 17 Shadow Wood Job Reference (optional) I33800414 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:38 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GXhuzEu4CP4ZzLFiIPK7nTuDfcmnoTOoTeoFTyz2QA3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-9=-20 Concentrated Loads (lb) Vert: 6=-1594(B) 10=-1594(B) 11=-1594(B) 12=-1594(B) 13=-1594(B) 14=-1594(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_SHADOW_WOOD Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800415 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-kjFGAavizjCQaVqvr7rMJgQKn05_Xx0yiIYo?Pz2QA2 Scale = 1:112.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 28 29 3x8 5x6 3x8 6x16 10x10 3x16 MT18HS 3x6 3x4 4x6 3x6 5x6 3x6 3x6 4x8 3x6 3x6 3x6 6x10 10x10 3x6 3x8 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 45-0-8 9-8-2 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 8-9-0 8-9-0 17-6-10 8-9-10 26-5-8 8-10-14 35-4-6 8-10-14 44-0-12 8-8-6 45-0-8 0-11-12 50-11-0 5-10-8 55-11-0 5-0-0 56-10-0 0-11-0 0- 1 0 - 0 11 - 1 0 - 5 0- 8 - 0 0- 8 - 1 2 5.00 12 3.00 12 Plate Offsets (X,Y)-- [15:Edge,0-2-8], [18:0-2-8,0-1-8], [21:0-2-8,0-1-8], [23:0-2-8,0-2-8], [24:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.88 0.97 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.73 0.20 (loc) 21-23 16-18 15 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 10-13: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-15: 2x3 SPF No.2, 12-14: 2x6 SP No.1, 17-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-19,7-19: 2x4 SPF No.2, 10-14: 2x4 SPF-S Stud, 2-24: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-4-11 oc bracing. WEBS 1 Row at midpt 3-21, 5-19, 7-19, 9-18 2 Rows at 1/3 pts 10-14 REACTIONS.(lb/size) 24=2083/0-3-8, 15=2593/0-3-8, 12=548/0-3-8 Max Horz 24=139(LC 5) Max Uplift24=-141(LC 5), 15=-138(LC 6), 12=-57(LC 4) Max Grav 24=2083(LC 1), 15=2593(LC 1), 12=581(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3894/210, 3-4=-3331/189, 4-5=-3148/211, 5-6=-2514/199, 6-7=-2514/207, 7-8=-2943/189, 8-9=-3124/167, 9-10=-2737/128, 2-24=-1990/187 BOT CHORD 23-24=-242/967, 22-23=-230/3496, 21-22=-230/3496, 20-21=-120/2987, 19-20=-120/2987, 18-19=0/2798, 17-18=-83/2770, 16-17=-83/2770, 14-15=-2546/159, 11-14=-418/125 WEBS 3-21=-606/122, 5-21=0/544, 5-19=-1057/183, 6-19=-25/1365, 7-19=-846/168, 7-18=0/369, 9-16=-655/149, 10-16=-35/299, 14-16=-56/2730, 10-14=-3002/136, 2-23=0/2536 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 24=141, 15=138. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 329 lb down and 13 lb up at 52-10-4, and 316 lb down and 13 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). 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800415 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:39 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-kjFGAavizjCQaVqvr7rMJgQKn05_Xx0yiIYo?Pz2QA2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-13=-60, 15-24=-20, 14-25=-20 Concentrated Loads (lb) Vert: 28=-329(B) 29=-316(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 17_SHADOW_WOOD Truss V01 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800416 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-kjFGAavizjCQaVqvr7rMJgQRS0HJX9fyiIYo?Pz2QA2 Scale = 1:22.7 1 2 32x4 2x4 2x4 3-9-12 3-9-12 0- 0 - 4 3- 2 - 2 10.00 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) 0.39 0.25 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 Rigid ceiling 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 Uplift3=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V02 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800417 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-CwpeOwwKj0KHCfP5PqMbsuzcIPeAGah5wyHMYrz2QA1 Scale = 1:49.7 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 - 4 6-3 - 1 5 0-0 - 4 10.00 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) 0.38 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 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-(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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V03 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800418 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-CwpeOwwKj0KHCfP5PqMbsuzcjPfyGbF5wyHMYrz2QA1 Scale = 1:43.5 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 - 4 5- 5 - 1 5 0- 0 - 4 10.00 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) 0.36 0.10 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 Rigid ceiling 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-(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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V04 Truss Type VALLEY Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800419 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-CwpeOwwKj0KHCfP5PqMbsuzbDPcfGbJ5wyHMYrz2QA1 Scale = 1:37.3 1 2 3 43x8 4x6 3x8 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 - 4 4-7 - 1 5 0-0 - 4 10.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-4], [3:0-4-0,0-1-4] 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) 0.39 0.31 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: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=211/11-1-11, 3=211/11-1-11, 4=408/11-1-11 Max Horz 1=-101(LC 4) Max Uplift1=-15(LC 6), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V05 Truss Type VALLEY Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800420 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-g6N0bGxyUKS8qp_HzXuqP5WoGpy2?28E9c1v4Hz2QA0 Scale: 3/8"=1' 1 2 3 43x6 4x6 3x6 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 - 4 3- 9 - 1 5 0- 0 - 4 10.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [3:0-1-8,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) 0.30 0.30 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: 21 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=177/9-1-11, 3=177/9-1-11, 4=325/9-1-11 Max Horz 1=82(LC 5) Max Uplift1=-16(LC 7), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V06 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800421 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-g6N0bGxyUKS8qp_HzXuqP5WnKpz_?3cE9c1v4Hz2QA0 Scale = 1:25.8 1 2 3 42x4 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 - 4 2- 1 1 - 1 5 0- 0 - 4 10.00 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) 0.36 0.24 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 Rigid ceiling 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 Uplift1=-22(LC 7), 3=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V07 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800422 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-8IxPpbxbFea?RzZUXFP3xJ2??DFikWOOOGmTcjz2QA? Scale = 1:19.4 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 - 4 2- 1 - 1 5 0- 0 - 4 10.00 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) 0.18 0.46 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 Rigid ceiling 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 Uplift1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V08 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800423 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:4dtEQU1jhHpi1An9pIlH7mz2R?i-8IxPpbxbFea?RzZUXFP3xJ21wDKekWOOOGmTcjz2QA? Scale = 1:11.7 1 2 3 2x4 3x4 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 - 4 1- 4 - 1 1 0- 0 - 4 10.00 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) 0.05 0.15 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=101/3-3-8, 3=101/3-3-8 Max Horz 1=25(LC 5) Max Uplift1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V09 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800424 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-8IxPpbxbFea?RzZUXFP3xJ20aDMDkW6OOGmTcjz2QA? Scale = 1:15.5 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 - 4 2-0 - 7 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 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 Rigid ceiling 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-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V10 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800425 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dVVn0xyD0xir368g4ywIUWb7vdhcTyoXcvW08Az2QA_ Scale = 1:45.6 1 2 3 4 5 8 7 69 103x4 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 - 4 5- 9 - 5 0- 0 - 4 10.00 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) 0.36 0.10 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 Rigid ceiling 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-(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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V11 Truss Type VALLEY Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800426 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dVVn0xyD0xir368g4ywIUWb6fddjTykXcvW08Az2QA_ Scale = 1:39.4 1 2 3 44x8 4x6 4x8 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 - 4 4- 1 1 - 5 0- 0 - 4 10.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.35 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=225/11-9-12, 3=225/11-9-12, 4=435/11-9-12 Max Horz 1=-107(LC 4) Max Uplift1=-16(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V12 Truss Type VALLEY Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800427 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5h39EHzrnFrihGisegRX0k8Jg1?kCPohrZFZgcz2Q9z Scale = 1:34.1 1 2 3 43x8 4x6 3x8 2x4 0-0-5 0-0-5 9-10-6 9-10-1 4-11-3 4-11-3 9-10-6 4-11-3 0- 0 - 4 4- 1 - 5 0- 0 - 4 10.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-4], [3:0-4-0,0-1-4] 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) 0.29 0.23 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=184/9-9-12, 3=184/9-9-12, 4=356/9-9-12 Max Horz 1=-88(LC 4) Max Uplift1=-13(LC 6), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V13 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800428 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5h39EHzrnFrihGisegRX0k8HM1_wCQChrZFZgcz2Q9z Scale = 1:27.9 1 2 3 42x4 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 - 4 3- 3 - 5 0- 0 - 4 10.00 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) 0.44 0.29 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 Rigid ceiling 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 Uplift1=-24(LC 7), 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V14 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800429 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5h39EHzrnFrihGisegRX0k8Ke100CQWhrZFZgcz2Q9z Scale = 1:21.7 1 2 3 42x4 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 - 4 2- 5 - 5 0- 0 - 4 10.00 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) 0.23 0.15 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 Rigid ceiling 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 Uplift1=-17(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V15 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800430 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZtcXRd_TYZzZIQH2CNymZxgXdQLxxs8q4D?7C2z2Q9y Scale = 1:13.0 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 3-10-6 3-10-1 1-11-3 1-11-3 3-10-6 1-11-3 0- 0 - 4 1- 7 - 5 0- 0 - 4 10.00 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) 0.09 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: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=132/3-9-12, 3=132/3-9-12 Max Horz 1=-32(LC 4) Max Uplift1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V16 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800431 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZtcXRd_TYZzZIQH2CNymZxgV5QKzxsSq4D?7C2z2Q9y Scale = 1:18.0 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 - 4 1- 1 1 - 0 0- 0 - 4 5.00 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) 0.25 0.30 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 Rigid ceiling 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 Uplift1=-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-(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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V17 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800432 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZtcXRd_TYZzZIQH2CNymZxgOcQBLxs8q4D?7C2z2Q9y Scale = 1:15.7 1 2 3 3x4 2x4 2x4 7-7-9 7-7-9 0- 0 - 4 1- 1 0 - 1 4 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.85 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 Rigid ceiling 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 Uplift1=-19(LC 4), 3=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V18 Truss Type Valley Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800433 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-14Avez?5Js5QwasFl5T?69DjwqjJgJO_JtkgkVz2Q9x Scale = 1:8.1 1 2 3 2x4 6x6 1-11-2 1-11-2 0- 0 - 4 0- 9 - 1 0 5.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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) 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 Rigid ceiling 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 Uplift1=-3(LC 6), 3=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 Job 17_SHADOW_WOOD Truss V19 Truss Type GABLE Qty 1 Ply 1 17 Shadow Wood Job Reference (optional) I33800434 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jun 26 11:59:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-14Avez?5Js5QwasFl5T?69DiuqjBgJ?_JtkgkVz2Q9x Scale = 1:21.2 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 - 1 2 0- 2 - 4 3- 3 - 2 2- 1 1 - 5 1- 3 - 1 2 3- 3 - 2 5.00 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) 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 Rigid ceiling 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 Uplift4=-4(LC 6), 5=-27(LC 6) 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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 26,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .