Loading...
HomeMy WebLinkAboutI34286339.26_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: I34286339 thru I34286412 My license renewal date for the state of Indiana is July 31, 2020. 26_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: 26 Shadow Wood 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 9,2018 Job 26_SHADOW_WOOD Truss GE01 Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286339 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-xUJeaRUtU2bU9GH7boRQG313nuzRUuWn7kcO1?ypbLw Scale: 1"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 1-11-0 0-11-0 1-5-00-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 3 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=-15/1-0-0, 4=139/1-0-0 Max Horz 5=-31(LC 4) Max Uplift5=-26(LC 4), 4=-50(LC 7) Max Grav 5=24(LC 5), 4=139(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 26 lb uplift at joint 5 and 50 lb uplift at joint 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss GE01A Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286340 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-xUJeaRUtU2bU9GH7boRQG313nuzRUuWn7kcO1?ypbLw Scale: 1"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 1-11-0 0-11-0 1-5-00-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 3 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=-15/1-0-0, 4=139/1-0-0 Max Horz 5=-31(LC 4) Max Uplift5=-26(LC 4), 4=-50(LC 7) Max Grav 5=24(LC 5), 4=139(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 26 lb uplift at joint 5 and 50 lb uplift at joint 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss GE02 Truss Type GABLE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286341 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:28:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DJnk?z97VTRXyTM2sWKR2cG9VJ5KJubRTZJ9UvypYmn Scale = 1:58.9 Sheet Front Full Sheathing 1 Ply 7/16OSB81 2 3 4 5 6 7 8 19 18 17 16 15 14 13 12 11 10 9 24 23 37 28 31 36 32 30 6x6 6x6 3x6 3x6 3x4 3x8 3x4 3x4 3x4 2x4 2x4 3x12 2x4 2x4 2x4 3x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x12 2x4 2x4 2x4 2x4 2x4 1-6-81-6-8 2-2-40-7-12 2-8-14 0-6-10 2-10-00-1-2 6-0-123-2-12 9-3-83-2-12 9-4-100-1-2 12-1-82-8-14 -1-7-4 1-7-4 0-0-1 0-0-1 6-0-12 6-0-11 12-1-7 6-0-11 12-1-8 0-0-1 13-8-12 1-7-4 8-6-08-3-158-6-18-6-08-3-1512.00 12 Plate Offsets (X,Y)-- [29:0-1-12,0-1-0], [30:0-3-8,0-2-4], [34:0-2-0,0-0-8], [35:0-2-0,0-0-0], [39:0-1-7,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.32 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 13 14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 351 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 2-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,7-9: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-9, 5-12 JOINTS 1 Brace at Jt(s): 23, 30, 36, 37 REACTIONS.All bearings 2-10-0 except (jt=length) 16=1-3-8, 16=1-3-8, 17=1-3-8. (lb) - Max Horz 17=316(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 9=-500(LC 5), 16=-146(LC 5), 12=-480(LC 4), 10=-346(LC 4), 17=-177(LC 4), 11=-210(LC 5) Max Grav All reactions 250 lb or less at joint(s) 17, 11 except 9=536(LC 4), 16=419(LC 1), 16=419(LC 1), 12=452(LC 1), 12=452(LC 1), 10=275(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-9=-272/307 BOT CHORD 16-17=-237/258 WEBS 12-37=-355/458, 28-37=-290/370, 7-28=-332/434 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) -1-5-13 to 13-7-5 zone; cantilever left and right exposed ; end 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.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.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.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.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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 500 lb uplift at joint 9, 146 lb uplift at joint 16 , 480 lb uplift at joint 12, 346 lb uplift at joint 10, 177 lb uplift at joint 17 and 210 lb uplift at joint 11. 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. August 9,2018 Job 26_SHADOW_WOOD Truss GE02 Truss Type GABLE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286341 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:28:12 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DJnk?z97VTRXyTM2sWKR2cG9VJ5KJubRTZJ9UvypYmn NOTES-(8-9) 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 26_SHADOW_WOOD Truss GE04 Truss Type GABLE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286342 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ttQO?7V70frCOaRWjDTuLU7LOhdhylg4b15V5uypbLu Scale = 1:40.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 4x8 2x4 3x6 3x6 3x4 3x8 3x6 3x4 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-10-4 2-10-4 2-10-10 0-0-6 8-0-8 5-1-14 13-2-6 5-1-14 13-2-13 0-0-7 16-1-0 2-10-3 -0-11-0 0-11-0 2-10-10 2-10-10 8-0-8 5-1-14 13-2-6 5-1-14 16-1-0 2-10-10 17-0-0 0-11-0 0-11-04-11-40-11-06.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [21:0-0-0,0-0-0], [23:0-0-0,0-0-0], [25:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.09 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 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* 2-15,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-4-9. (lb) - Max Horz 14=-54(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11 except 14=-166(LC 6), 9=-167(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 10 except 14=479(LC 10), 11=405(LC 1), 9=479(LC 11), 9=451(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-136/259, 5-6=-136/259 WEBS 3-14=-392/157, 4-11=-403/144, 5-9=-392/157 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 14=166, 9=167. 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. August 9,2018 Job 26_SHADOW_WOOD Truss GR01 Truss Type COMMON GIRDER Qty 1 Ply 2 26 Shadow Wood Job Reference (optional) I34286343 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-L3_mDTWlnzz30k0iHw_7uifR_5u3h1TDphq2eKypbLt Scale = 1:59.2 1 2 3 4 5 6 11 10 9 8 712 13 14 4x8 4x8 5x6 3x8 3x6 8x8 12x12 3x6 8x8 5x8 3-7-15 3-7-15 6-4-8 2-8-9 9-1-0 2-8-8 12-6-0 3-5-0 3-7-15 3-7-15 6-4-8 2-8-9 9-1-0 2-8-8 12-6-0 3-5-0 13-5-0 0-11-0 1-2-07-6-81-5-012.00 12 Plate Offsets (X,Y)-- [8:0-2-8,0-4-0], [10:0-2-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.66 0.40 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.10 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-11: 2x6 SP No.1, 5-7: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=5520/0-6-8, 7=4913/0-3-8 Max Horz 11=-190(LC 3) Max Uplift11=-704(LC 6), 7=-1294(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5166/772, 2-3=-4150/922, 3-4=-4148/920, 4-5=-4875/1330, 1-11=-4251/636, 5-7=-4541/1225 BOT CHORD 11-12=-310/1594, 10-12=-310/1594, 10-13=-549/3564, 9-13=-549/3564, 9-14=-871/3358, 8-14=-871/3358, 7-8=-178/736 WEBS 2-10=0/1623, 2-9=-1177/23, 3-9=-1218/5518, 4-9=-792/676, 4-8=-844/1119, 1-10=-340/2035, 5-8=-752/2784 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=704, 7=1294. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2039 lb down and 67 lb up at 2-3-12, 1964 lb down and 49 lb up at 4-3-12, and 1873 lb down and 57 lb up at 6-3-12, and 3524 lb down and 1765 lb up at 8-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 9=-1873(B) 12=-2039(B) 13=-1964(B) 14=-3524(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. August 9,2018 Job 26_SHADOW_WOOD Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 26 Shadow Wood Job Reference (optional) I34286344 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pFY8QoXNYG6weubuqeVMRvCh5VCLQXMN2LacAmypbLs Scale = 1:37.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 8x16 5x6 8x16 3x12 3x4 6x16 6x16 3x4 3x12 3x8 2x4 8x8 3x6 4x8 2-11-6 2-11-6 5-2-1 2-2-10 8-0-8 2-10-7 10-10-15 2-10-7 13-1-14 2-2-15 16-1-0 2-11-2 1-2-6 1-2-6 2-11-6 1-9-0 5-2-1 2-2-10 8-0-8 2-10-7 10-10-15 2-10-7 13-1-14 2-2-15 14-10-2 1-8-4 16-1-0 1-2-14 0-11-04-11-40-11-00-8-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-1], [9:Edge,0-2-1], [10:0-4-4,0-1-8], [11:0-5-0,0-3-0], [15:0-5-0,0-3-8], [16:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.53 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.09 (loc) 12 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 341 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP 2400F 2.0E *Except* 3-16,7-10: 2x10 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-15,8-11: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-5-1, Right 2x4 SPF No.2 1-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size) 1=5696/0-3-12, 9=5277/0-3-15 Max Horz 1=43(LC 4) Max Uplift1=-589(LC 5), 9=-977(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7122/756, 2-3=-9312/992, 3-4=-11366/1269, 4-5=-7707/1003, 5-6=-7698/1012, 6-7=-11899/2275, 7-8=-9047/1705, 8-9=-6794/1278 BOT CHORD 1-17=-549/5038, 16-17=-549/5038, 15-16=-55/996, 15-18=-1014/9070, 14-18=-1014/9070, 14-19=-1014/9070, 13-19=-1014/9070, 13-20=-1577/9700, 12-20=-1577/9700, 12-21=-1577/9700, 11-21=-1577/9700, 7-11=-597/105, 9-10=-841/4618 WEBS 4-15=-123/1555, 4-14=-150/2193, 4-13=-2728/235, 5-13=-797/6242, 6-13=-3543/1014, 6-12=-747/3168, 6-11=-565/1319, 2-15=-306/2950, 8-11=-582/3129 NOTES-(8-9) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x10 - 3 rows staggered at 0-5-0 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) 1=589, 9=977. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1508 lb down and 111 lb up at 1-11-4, 1232 lb down and 92 lb up at 3-11-4, 1254 lb down and 85 lb up at 5-11-4, 1494 lb down and 93 lb up at 7-11-4, and 1527 lb down and 79 lb up at 9-11-4, and 2696 lb down and 1046 lb up at 12-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 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. August 9,2018 Job 26_SHADOW_WOOD Truss GR02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 26 Shadow Wood Job Reference (optional) I34286344 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:07 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pFY8QoXNYG6weubuqeVMRvCh5VCLQXMN2LacAmypbLs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 1-16=-20, 11-15=-20, 9-10=-20 Concentrated Loads (lb) Vert: 13=-1494(B) 17=-1508(B) 18=-1232(B) 19=-1254(B) 20=-1527(B) 21=-2696(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 26_SHADOW_WOOD Truss GR03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 26 Shadow Wood Job Reference (optional) I34286345 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-legvrUYd4uMdtBlHy3YqWKH1WIuHuRxfVf3iEfypbLq Scale = 1:120.2 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 1634 35 36 3738 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5354 55 56 57 58 5x12 6x6 4x8 8x8 6x10 3x4 3x6 4x8 3x6 5x12 6x6 5x8 3x6 3x6 5x12 3x6 5x12 3x6 5x8 3x6 4x8 4x6 4x8 4x8 4x8 4x8 0-1-18-8-8 8-8-8 14-2-8 5-6-0 16-5-0 2-2-8 26-6-12 10-1-13 35-2-8 8-7-12 43-10-4 8-7-12 51-1-2 7-2-14 58-1-8 7-0-6 64-7-8 6-6-0 8-8-8 8-8-8 14-2-8 5-6-0 16-5-0 2-2-8 26-6-12 10-1-13 35-2-8 8-7-12 43-10-4 8-7-12 51-1-2 7-2-14 58-1-8 7-0-6 64-7-8 6-6-0 65-6-8 0-11-0 0-4-124-7-155-5-01-1-00-8-05-3-156.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-11-8,0-0-4], [4:0-2-8,0-3-0], [12:0-4-0,0-3-14], [14:0-4-6,0-0-8], [26:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.32 0.56 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.35 -0.53 0.08 (loc) 23-24 23-24 19 l/defl >999 >987 n/a L/d 240 180 n/a PLATES MT20 Weight: 804 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 3-25: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-24,6-21,9-21: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,19-21,18-19. WEBS 1 Row at midpt 6-21, 9-21 REACTIONS.(lb/size) 1=2716/Mechanical, 19=5737/0-3-8, 14=701/0-3-8 Max Horz 1=98(LC 12) Max Uplift1=-1034(LC 4), 19=-2789(LC 4), 14=-151(LC 6) Max Grav 1=2716(LC 1), 19=5737(LC 1), 14=718(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5084/2242, 2-3=-5610/2751, 3-4=-5548/2719, 4-5=-5355/2661, 5-6=-5355/2661, 6-7=-1743/934, 7-8=-1743/934, 8-9=-1743/934, 9-10=-568/766, 10-11=-568/766, 11-12=-568/766, 12-13=-518/108, 13-14=-481/72 BOT CHORD 1-34=-1634/3737, 1-35=-2047/4527, 35-36=-2047/4527, 36-37=-2047/4527, 27-37=-2047/4527, 27-38=-2039/4506, 38-39=-2039/4506, 26-39=-2039/4506, 24-25=-643/1441, 24-40=-2434/4714, 40-41=-2434/4714, 41-42=-2434/4714, 42-43=-2434/4714, 23-43=-2434/4714, 22-23=-2434/4714, 22-44=-2434/4714, 44-45=-2434/4714, 45-46=-2434/4714, 21-46=-2434/4714, 21-47=-3175/1620, 47-48=-3175/1620, 20-48=-3175/1620, 20-49=-3175/1620, 19-49=-3175/1620, 19-50=-3175/1620, 50-51=-3175/1620, 51-52=-3175/1620, 52-53=-3175/1620, 18-53=-3175/1620, 17-18=0/442, 17-54=0/442, 54-55=0/442, 16-55=0/442, 16-56=0/455, 56-57=0/455, 57-58=0/455, 14-58=0/455 WEBS 2-27=-304/825, 2-26=-898/1544, 24-26=-2123/4122, 4-26=-102/354, 4-24=-993/363, 6-24=-257/718, 6-23=-493/776, 6-21=-3414/1717, 7-21=-469/211, 9-21=-2936/5627, 9-19=-4973/2381, 9-18=-1273/2959, 11-18=-377/189, 12-18=-1361/585, 12-16=-254/623 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding.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. August 9,2018 Job 26_SHADOW_WOOD Truss GR03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 26 Shadow Wood Job Reference (optional) I34286345 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:09 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-legvrUYd4uMdtBlHy3YqWKH1WIuHuRxfVf3iEfypbLq NOTES-(12-13) 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1034, 19=2789, 14=151. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 35 lb up at 0-9-4, 119 lb down and 40 lb up at 2-9-4, 119 lb down and 56 lb up at 4-9-4, 119 lb down and 76 lb up at 6-9-4, 119 lb down and 100 lb up at 8-9-4, 119 lb down and 100 lb up at 10-6-12, 119 lb down and 100 lb up at 12-6-12, 119 lb down and 126 lb up at 14-4-4, 119 lb down and 126 lb up at 16-6-12, 119 lb down and 126 lb up at 18-6-12, 119 lb down and 126 lb up at 20-6-12, 119 lb down and 126 lb up at 22-6-12, 119 lb down and 126 lb up at 24-6-12, 119 lb down and 126 lb up at 26-6-12, 119 lb down and 126 lb up at 28-6-12, 119 lb down and 126 lb up at 30-6-12, 119 lb down and 126 lb up at 32-6-12, 119 lb down and 126 lb up at 34-6-12, 119 lb down and 126 lb up at 36-6-12, 119 lb down and 126 lb up at 38-6-12, 119 lb down and 126 lb up at 40-6-12, 119 lb down and 126 lb up at 42-6-12, 128 lb down and 98 lb up at 44-6-12, 128 lb down and 98 lb up at 46-6-12, 128 lb down and 98 lb up at 48-6-12, 128 lb down and 98 lb up at 50-6-12, 128 lb down and 98 lb up at 52-6-12, 128 lb down and 98 lb up at 54-6-12, 128 lb down and 98 lb up at 56-6-12, 128 lb down and 89 lb up at 58-6-12, and 128 lb down and 60 lb up at 60-6-12, and 145 lb down and 90 lb up at 62-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-12=-60, 12-15=-60, 1-26=-20, 25-30=-20 Concentrated Loads (lb) Vert: 26=-119 22=-119 27=-119 24=-119 23=-119 17=-128 20=-119 34=-131 35=-119 36=-119 37=-119 38=-119 39=-119 40=-119 41=-119 42=-119 43=-119 44=-119 45=-119 46=-119 47=-119 48=-119 49=-119 50=-128 51=-128 52=-128 53=-128 54=-128 55=-128 56=-128 57=-128 58=-145 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 26_SHADOW_WOOD Truss GR04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 26 Shadow Wood Job Reference (optional) I34286346 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DqEH2qZGqBUUVLKTWm332Yq7ji9RdsKpkJoGn5ypbLp Scale = 1:118.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 1633 34 35 36 37 38 39 40 41 42 43 44 45 4647 4849 50 51 52 53 5455 56 57 58 59 60 61 6x8 4x8 8x10 10x10 4x6 8x8 4x8 6x6 6x6 6x6 6x8 6x6 5x6 3x6 5x8 5x6 5x6 5x6 6x6 4x8 4x8 5x8 5x8 4x8 0-1-19-0-0 9-0-0 12-1-12 3-1-12 23-8-9 11-6-13 35-3-6 11-6-13 46-10-3 11-6-13 58-5-0 11-6-13 64-8-0 6-3-0 -0-11-0 0-11-0 9-0-0 9-0-0 12-1-12 3-1-12 19-10-5 7-8-9 27-6-13 7-8-9 35-3-6 7-8-9 42-11-15 7-8-9 50-8-7 7-8-9 58-5-0 7-8-9 64-8-0 6-3-0 0-11-05-3-155-5-01-3-05-3-156.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-3-0], [13:0-5-0,0-3-4], [16:0-2-8,0-3-0], [24:0-2-8,0-3-0], [25:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.61 0.89 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.63 -0.92 0.20 (loc) 18-20 18-20 15 l/defl >999 >688 n/a L/d 240 180 n/a PLATES MT20 Weight: 791 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-24,7-20,10-20,12-16: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-5-9 max.): 3-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-24, 12-16 REACTIONS.(lb/size) 15=3483/Mechanical, 24=5559/0-3-8 Max Horz 24=117(LC 4) Max Uplift15=-1733(LC 3), 24=-2470(LC 4) Max Grav 15=3544(LC 10), 24=5559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/1193, 3-4=-201/908, 4-5=-507/1869, 5-6=-5796/3468, 6-7=-5796/3468, 7-8=-9129/5117, 8-9=-9129/5117, 9-10=-9129/5117, 10-11=-8526/4674, 11-12=-8526/4674, 12-13=-3966/2039, 13-14=-5036/2596, 14-15=-1572/832 BOT CHORD 2-33=-928/364, 33-34=-928/364, 34-35=-928/364, 35-36=-928/364, 25-36=-928/364, 25-37=-1869/664, 24-37=-1869/664, 23-24=-2349/3692, 23-38=-2349/3692, 38-39=-2349/3692, 39-40=-2349/3692, 40-41=-2349/3692, 22-41=-2349/3692, 22-42=-4131/7157, 21-42=-4131/7157, 21-43=-4131/7157, 43-44=-4131/7157, 44-45=-4131/7157, 45-46=-4131/7157, 20-46=-4131/7157, 20-47=-4927/8965, 47-48=-4927/8965, 19-48=-4927/8965, 19-49=-4927/8965, 49-50=-4927/8965, 50-51=-4927/8965, 51-52=-4927/8965, 18-52=-4927/8965, 18-53=-3943/7305, 53-54=-3943/7305, 17-54=-3943/7305, 17-55=-3943/7305, 55-56=-3943/7305, 56-57=-3943/7305, 57-58=-3943/7305, 16-58=-3943/7305, 16-59=-2083/4021, 59-60=-2083/4021, 60-61=-2083/4021, 15-61=-2083/4021 WEBS 3-25=-966/307, 4-25=-552/1732, 4-24=-1727/479, 5-24=-5914/2998, 5-22=-1820/3464, 7-22=-2271/1051, 7-20=-1179/2447, 8-20=-454/190, 10-18=-707/389, 12-18=-1196/1966, 12-16=-3935/2230, 13-16=-1525/2607 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered 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, 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 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. August 9,2018 Job 26_SHADOW_WOOD Truss GR04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 26 Shadow Wood Job Reference (optional) I34286346 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:10 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DqEH2qZGqBUUVLKTWm332Yq7ji9RdsKpkJoGn5ypbLp NOTES-(12-13) 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1733, 24=2470. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 44 lb up at 2-3-12, 119 lb down and 47 lb up at 3-10-4, 119 lb down and 64 lb up at 5-10-4, 119 lb down and 86 lb up at 7-10-4, 119 lb down and 126 lb up at 9-10-4, 119 lb down and 126 lb up at 11-10-4, 119 lb down and 126 lb up at 13-10-4, 119 lb down and 126 lb up at 15-10-4, 119 lb down and 126 lb up at 17-10-4, 119 lb down and 126 lb up at 19-10-4, 119 lb down and 126 lb up at 21-10-4, 119 lb down and 126 lb up at 23-10-4, 119 lb down and 126 lb up at 25-10-4, 119 lb down and 126 lb up at 27-10-4, 119 lb down and 126 lb up at 29-10-4, 119 lb down and 126 lb up at 31-10-4, 119 lb down and 126 lb up at 33-10-4, 119 lb down and 126 lb up at 35-10-4, 119 lb down and 126 lb up at 37-10-4, 119 lb down and 126 lb up at 39-10-4, 119 lb down and 126 lb up at 41-10-4, 119 lb down and 126 lb up at 43-10-4, 119 lb down and 126 lb up at 45-10-4, 119 lb down and 126 lb up at 47-10-4, 119 lb down and 126 lb up at 49-10-4, 119 lb down and 126 lb up at 51-10-4, 119 lb down and 126 lb up at 53-10-4, 119 lb down and 126 lb up at 55-10-4, 119 lb down and 126 lb up at 57-10-4, 119 lb down and 126 lb up at 59-10-4, and 119 lb down and 126 lb up at 61-10-4, and 121 lb down and 125 lb up at 63-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-13=-60, 13-15=-60, 26-30=-20 Concentrated Loads (lb) Vert: 23=-119 24=-119 22=-119 33=-117 34=-119 35=-119 36=-119 37=-119 38=-119 39=-119 40=-119 41=-119 42=-119 43=-119 44=-119 45=-119 46=-119 47=-119 48=-119 49=-119 50=-119 51=-119 52=-119 53=-119 54=-119 55=-119 56=-119 57=-119 58=-119 59=-119 60=-119 61=-121 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 26_SHADOW_WOOD Truss GR05 Truss Type HIP GIRDER Qty 1 Ply 2 26 Shadow Wood Job Reference (optional) I34286347 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-i1ofGAaubVcL7Vug3TaIblNPK6hOMUFyzzYpJYypbLo Scale = 1:77.7 1 2 3 4 5 6 7 12 11 10 9 8131415 16 6x6 6x6 2x4 2x4 3x8 2x4 3x8 4x6 4x6 3x8 0-2-21-6-8 1-6-8 2-8-9 1-2-1 2-10-0 0-1-7 6-0-12 3-2-12 9-3-8 3-2-12 9-5-3 0-1-11 12-1-8 2-8-5 -1-7-4 1-7-4 2-0-0 2-0-0 6-0-12 4-0-12 10-1-8 4-0-12 12-1-8 2-0-0 13-8-12 1-7-4 8-6-010-3-1410-6-08-6-010-3-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-14,Edge], [5:0-3-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.17 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 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* 4-11,4-9: 2x4 SPF No.2, 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 6-8 REACTIONS.All bearings 2-10-0 except (jt=length) 11=1-3-8, 11=1-3-8. (lb) - Max Horz 11=-326(LC 3) Max Uplift All uplift 100 lb or less at joint(s) except 8=-127(LC 4), 11=-448(LC 3), 9=-454(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 8=286(LC 10), 11=836(LC 9), 11=809(LC 1), 9=892(LC 10), 9=864(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-308/327, 4-10=-279/246, 4-9=-277/347 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 8, 448 lb uplift at joint 11 and 454 lb uplift at joint 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 198 lb up at 3-8-4, 126 lb down and 198 lb up at 5-8-4, 126 lb down and 198 lb up at 7-8-4, and 126 lb down and 198 lb up at 9-2-12, and 292 lb down and 87 lb up at 11-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 9=-123(B) 13=-123(B) 14=-123(B) 15=-123(B) 16=-292(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. August 9,2018 Job 26_SHADOW_WOOD Truss J01 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286348 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-i1ofGAaubVcL7Vug3TaIblNOQ6htMWLyzzYpJYypbLo Scale = 1:24.4 1 2 3 6 5 4 2x4 5x6 2x4 2x4 2x4 3x6 0-1-132-4-0 2-4-0 4-0-0 1-8-0 2-4-0 2-4-0 4-0-0 1-8-0 1-1-81-5-03-7-33-9-00-3-83-3-110-3-83-7-312.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=148/0-1-8, 4=148/0-1-8 Max Horz 6=98(LC 5) Max Uplift4=-48(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J02 Truss Type Jack-Closed Qty 43 Ply 1 26 Shadow Wood Job Reference (optional) I34286349 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-i1ofGAaubVcL7Vug3TaIblNKp6f3MWYyzzYpJYypbLo Scale = 1:36.4 1 2 3 5 4 3x6 3x6 2x4 2x4 4-0-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-5-05-5-00-3-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.46 0.22 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size) 5=221/0-3-8, 4=139/0-1-8 Max Horz 5=179(LC 6) Max Uplift4=-114(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 4. 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. August 9,2018 Job 26_SHADOW_WOOD Truss J02A Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286350 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ADL1TWbWMpkCkfTsdB5X8zvYbW?k5zl6CdHNr_ypbLn Scale = 1:32.6 1 2 3 5 4 2x4 5x6 3x6 3x6 0-1-132-0-0 2-0-0 4-0-0 2-0-0 3-8-0 3-8-0 4-0-0 0-4-0 1-1-81-5-04-11-35-1-00-3-84-7-110-3-84-11-312.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-15], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/0-1-8, 4=148/0-1-8 Max Horz 5=138(LC 5) Max Uplift5=-17(LC 4), 4=-77(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 5 and 77 lb uplift at joint 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J02B Truss Type JACK-CLOSED Qty 7 Ply 1 26 Shadow Wood Job Reference (optional) I34286351 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ADL1TWbWMpkCkfTsdB5X8zvY9W?a5zl6CdHNr_ypbLn Scale = 1:34.6 1 2 4 3 2x4 3x4 3x6 3x6 4-0-0 4-0-0 4-0-0 4-0-0 1-1-81-5-05-5-00-3-85-1-80-3-85-5-012.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-8], [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=148/0-1-8, 3=148/0-1-8 Max Horz 4=147(LC 5) Max Uplift4=-24(LC 4), 3=-86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4 and 86 lb uplift at joint 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J02C Truss Type JACK-CLOSED Qty 3 Ply 1 26 Shadow Wood Job Reference (optional) I34286352 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ADL1TWbWMpkCkfTsdB5X8zvZYW?N5zl6CdHNr_ypbLn Scale = 1:36.4 1 2 3 4 8 7 6 5 2x4 3x4 3x4 2x4 2x4 2x4 3x6 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 1-5-05-5-04-5-80-11-84-9-00-8-012.00 12 Plate Offsets (X,Y)-- [4:0-0-9,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=221/0-3-8, 5=139/0-1-8 Max Horz 8=152(LC 5) Max Uplift8=-21(LC 4), 5=-88(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 8 and 88 lb uplift at joint 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J03 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286353 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ePvQhsb876s3Mp22BucmgASkWwMHqQ?FQH1wNQypbLm Scale = 1:30.2 1 2 3 4 5 9 8 7 6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-1-112-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-0-0 0-8-8 4-0-0 1-0-0 1-5-04-3-54-5-03-3-130-11-83-7-50-8-04-3-512.00 12 Plate Offsets (X,Y)-- [4:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=221/0-3-8, 6=139/0-1-8 Max Horz 9=124(LC 5) Max Uplift9=-11(LC 6), 6=-64(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 9 and 64 lb uplift at joint 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J04 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286354 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ePvQhsb876s3Mp22BucmgASlmwM3qQ?FQH1wNQypbLm Scale: 1/2"=1' 1 2 3 4 8 7 6 5 2x4 3x4 4x6 2x4 2x4 2x4 2x4 0-1-112-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-0-0 2-0-0 4-0-0 2-0-0 1-5-03-3-53-5-02-3-130-11-82-7-50-8-03-3-512.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=221/0-3-8, 5=139/0-1-8 Max Horz 8=93(LC 5) Max Uplift8=-21(LC 6), 5=-44(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 8 and 44 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J05 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286355 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6cTouCcmuQ_w_zdFlc8?DO_wpJiPZs5OfxmTwtypbLl Scale = 1:21.0 1 2 3 4 5 6 12 11 10 9 8 7 2x4 3x4 5x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 0-1-111-0-0 1-0-0 2-3-8 1-3-8 3-0-0 0-8-8 4-0-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 3-0-0 0-8-8 4-0-0 1-0-0 1-5-02-3-52-11-01-11-80-11-82-3-00-8-02-3-512.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-4-5,Edge], [7:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.12 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-10: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=221/0-3-8, 7=139/0-1-8 Max Horz 12=81(LC 5) Max Uplift12=-31(LC 6), 7=-28(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) -0-11-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 12 and 28 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J06 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286356 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6cTouCcmuQ_w_zdFlc8?DO_wMJhXZs4OfxmTwtypbLl Scale = 1:21.0 1 2 3 4 9 8 7 6 5 2x4 2x4 4x6 2x4 2x4 2x4 3x4 2x4 3x6 0-1-111-0-0 1-0-0 2-3-8 1-3-8 4-0-0 1-8-8 1-0-0 1-0-0 2-3-8 1-3-8 4-0-0 1-8-8 1-3-52-11-01-11-80-11-82-3-00-8-01-3-56.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.17 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=148/0-3-8, 5=148/0-1-8 Max Horz 9=69(LC 5) Max Uplift9=-1(LC 6), 5=-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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 9 and 25 lb uplift at joint 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J07 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286357 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6cTouCcmuQ_w_zdFlc8?DO_uAJiGZs1OfxmTwtypbLl Scale = 1:17.9 1 2 3 6 5 47 2x4 2x4 5x6 3x4 2x4 3x6 0-1-131-0-0 1-0-0 2-0-0 1-0-0 4-0-0 2-0-0 1-0-0 1-0-0 4-0-0 3-0-0 1-5-02-3-32-5-01-11-110-3-82-3-312.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.26 0.13 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=160/0-3-8, 4=165/0-1-8 Max Horz 6=-58(LC 3) Max Uplift6=-83(LC 3), 4=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 6 and 77 lb uplift at joint 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb up at 1-0-0, and 36 lb down and 69 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=8(F) 7=-36(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. August 9,2018 Job 26_SHADOW_WOOD Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286358 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ao1A6XdOfk6nb6CRIJfElbX1Fj1XIJUYubW1SJypbLk Scale = 1:18.0 1 2 3 5 4 3x4 2x4 1-9-0 1-8-7 -1-7-13 1-7-13 1-9-0 1-9-0 1-5-02-4-106.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=232/0-5-3, 4=4/Mechanical Max Horz 5=100(LC 6) Max Uplift5=-38(LC 6), 4=-49(LC 6) Max Grav 5=232(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 5 and 49 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J09 Truss Type MONOPITCH Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286359 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ao1A6XdOfk6nb6CRIJfElbX04j0wIJUYubW1SJypbLk Scale = 1:18.2 1 2 3 5 43x6 3x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=156/0-3-8, 4=56/Mechanical Max Horz 5=71(LC 6) Max Uplift5=-12(LC 6), 4=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 5 and 57 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J10 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286360 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ao1A6XdOfk6nb6CRIJfElbX3nj1RIJUYubW1SJypbLk Scale = 1:32.7 1 2 3 4 6 53x4 3x4 3x4 3x4 3x6 0-1-112-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 3-4-12 3-4-12 4-0-0 0-7-4 1-5-04-8-14-9-124-4-90-3-84-8-112.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=221/0-3-8, 5=139/0-1-8 Max Horz 6=144(LC 5) Max Uplift6=-9(LC 4), 5=-74(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 6 and 74 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J11 Truss Type ROOF SPECIAL Qty 3 Ply 1 26 Shadow Wood Job Reference (optional) I34286361 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2_bYJte0Q1EeDGnds1ATIp4HR7P41mkh6FFa_lypbLj Scale: 1"=1' 1 2 3 4 5 2x4 2x4 1-0-0 1-0-0 1-0-0 1-0-0 1-11-0 0-11-0 1-5-00-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=-6/Mechanical, 4=138/0-3-8 Max Horz 5=-33(LC 4) Max Uplift5=-20(LC 4), 4=-36(LC 7) Max Grav 5=12(LC 2), 4=138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5 and 36 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J12 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286362 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2_bYJte0Q1EeDGnds1ATIp4Ff7OK1mah6FFa_lypbLj Scale = 1:26.5 1 2 3 4 7 6 5 2x4 3x4 5x6 2x4 2x4 3x6 0-1-112-4-12 2-4-12 4-0-0 1-7-4 -0-11-0 0-11-0 2-4-12 2-4-12 4-0-0 1-7-4 1-5-03-8-13-9-123-4-90-3-83-8-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.09 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=221/0-3-8, 5=139/0-1-8 Max Horz 7=114(LC 5) Max Uplift7=-19(LC 6), 5=-52(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 7 and 52 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J13 Truss Type JACK-CLOSED Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286363 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2_bYJte0Q1EeDGnds1ATIp4Fh7OU1mZh6FFa_lypbLj Scale = 1:20.4 1 2 3 4 7 6 5 2x4 3x4 5x6 2x4 2x4 2x4 0-1-111-4-12 1-4-12 4-0-0 2-7-4 -0-11-0 0-11-0 1-4-12 1-4-12 4-0-0 2-7-4 1-5-02-8-12-9-122-4-90-3-82-8-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.08 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=221/0-3-8, 5=139/0-1-8 Max Horz 7=84(LC 5) Max Uplift7=-26(LC 6), 5=-35(LC 5) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 7 and 35 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J14 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286364 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WB9wWDffBLMVrQMpQkhir0cQFXkfmDdrLv?7XBypbLi Scale = 1:15.6 1 2 3 4 7 6 5 8 9 2x4 3x4 4x6 2x4 2x4 2x4 0-1-50-7-8 0-7-8 2-0-0 1-4-8 4-0-0 2-0-0 -0-11-0 0-11-0 0-7-8 0-7-8 4-0-0 3-4-8 1-5-01-11-32-0-81-7-110-3-81-11-312.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=181/0-3-8, 5=132/0-1-8 Max Horz 7=62(LC 4) Max Uplift7=-44(LC 5), 5=-30(LC 4) Max Grav 7=181(LC 1), 5=137(LC 10) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 7 and 30 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 138 lb up at 0-7-8, and 2 lb down and 21 lb up at 2-0-12 on top chord, and 18 lb up at 0-7-8, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=46(F) 9=2(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. August 9,2018 Job 26_SHADOW_WOOD Truss J15 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286365 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WB9wWDffBLMVrQMpQkhir0cQIXktmDvrLv?7XBypbLi Scale = 1:13.8 1 2 3 4 7 6 52x4 4x6 2x4 2x4 0-1-71-0-0 1-0-0 1-10-8 0-10-8 2-0-0 0-1-8 -0-11-0 0-11-0 0-3-8 0-3-8 1-10-8 1-7-0 2-0-0 0-1-8 1-5-01-7-11-8-81-7-112.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6-7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=155/0-3-8, 5=47/Mechanical Max Horz 7=71(LC 5) Max Uplift7=-18(LC 5), 5=-22(LC 6) Max Grav 7=155(LC 1), 5=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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 7 and 22 lb uplift at joint 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J16 Truss Type JACK-OPEN Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286366 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_NjIkZfHyfUMSax0_SCxNE9b2x3tVg9_aZkh3eypbLh Scale: 3/4"=1' 1 2 3 4 8 7 5 62x4 3x4 3x4 2x4 2x4 0-1-90-8-0 0-8-0 1-10-8 1-2-8 2-0-0 0-1-8 -0-11-0 0-11-0 0-8-0 0-8-0 1-10-8 1-2-8 2-0-0 0-1-8 1-5-01-11-72-1-01-11-71-7-1512.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.08 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 8 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=156/0-3-8, 5=22/Mechanical, 6=33/Mechanical Max Horz 8=79(LC 6) Max Uplift8=-11(LC 6), 5=-17(LC 6), 6=-19(LC 7) Max Grav 8=156(LC 1), 5=28(LC 2), 6=45(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 1-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 8, 17 lb uplift at joint 5 and 19 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J17 Truss Type JACK-OPEN Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286367 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_NjIkZfHyfUMSax0_SCxNE9bYx3UVg9_aZkh3eypbLh Scale = 1:20.3 1 2 3 4 8 7 5 6 3x4 3x4 3x4 2x4 2x4 0-1-91-4-0 1-4-0 2-0-0 0-8-0 -0-11-0 0-11-0 1-4-0 1-4-0 2-0-0 0-8-0 1-5-02-7-72-9-02-7-72-3-1512.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 8 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=156/0-3-8, 5=23/Mechanical, 6=32/Mechanical Max Horz 8=99(LC 6) Max Uplift5=-18(LC 6), 6=-30(LC 6) Max Grav 8=156(LC 1), 5=27(LC 2), 6=32(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 5 and 30 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J18 Truss Type JACK-OPEN Qty 3 Ply 1 26 Shadow Wood Job Reference (optional) I34286368 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_NjIkZfHyfUMSax0_SCxNE9anx20VgE_aZkh3eypbLh Scale = 1:24.4 1 2 5 3 4 3x4 3x6 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-5-03-5-02-10-93-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=156/0-3-8, 3=39/Mechanical, 4=16/Mechanical Max Horz 5=122(LC 6) Max Uplift3=-59(LC 6), 4=-27(LC 6) Max Grav 5=156(LC 1), 3=39(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 3 and 27 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J19 Truss Type JACK-OPEN SUPPORTED Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286369 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-TZGhxvgvjycD4kWCX9jAwRioiKQmE7B8pDUEb4ypbLg Scale = 1:11.9 1 2 3 4 7 6 5 3x8 4x6 2x4 0-2-22-0-0 2-0-0 2-10-8 0-10-8 -0-11-0 0-11-0 2-0-0 2-0-0 2-10-8 0-10-8 0-9-01-2-141-5-01-2-144.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=131/2-10-8, 6=151/2-10-8 Max Horz 7=37(LC 6) Max Uplift7=-40(LC 4), 6=-23(LC 7) 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) Provide adequate drainage to prevent water ponding. 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 40 lb uplift at joint 7 and 23 lb uplift at joint 6. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL SUPPORT OF FREE ENDOF CHORD IS REQUIRED. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss J20 Truss Type JACK-OPEN Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286370 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-TZGhxvgvjycD4kWCX9jAwRikkKQPE7U8pDUEb4ypbLg Scale = 1:15.6 1 2 5 3 4 3x4 2x4 1-3-10 1-2-14 -2-0-10 2-0-10 1-3-10 1-3-10 1-5-02-0-00-4-81-7-82-0-05.37 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-71/Mechanical, 4=-10/Mechanical, 5=304/0-6-5 Max Horz 5=77(LC 6) Max Uplift3=-71(LC 1), 4=-15(LC 6), 5=-84(LC 6) Max Grav 3=23(LC 6), 4=15(LC 2), 5=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/155 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 3, 15 lb uplift at joint 4 and 84 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss J21 Truss Type JACK-OPEN Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286371 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-TZGhxvgvjycD4kWCX9jAwRioYKQeE7U8pDUEb4ypbLg Scale = 1:15.8 1 2 5 3 4 2x4 2x4 0-3-0 0-3-0 2-3-0 2-0-0 -0-11-0 0-11-0 2-3-0 2-3-0 0-11-02-0-81-7-132-0-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=167/0-3-8, 3=43/Mechanical, 4=15/Mechanical Max Horz 5=66(LC 6) Max Uplift5=-27(LC 6), 3=-25(LC 6) Max Grav 5=167(LC 1), 3=43(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 5 and 25 lb uplift at joint 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss PB01 Truss Type GABLE Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286372 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-xlq39FhXUGk3iu4O5sEPSfEyQklEza2H1tDo7WypbLf Scale = 1:46.6 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1 13 6x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-226-4-8 26-4-8 26-4-8 26-4-8 1-4-61-6-80-1-40-1-81-2-146.00 12 8.00 12 Plate Offsets (X,Y)-- [11:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-4-8. (lb) - Max Horz 1=31(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 2, 20, 19, 12, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 2, 12 except 20=275(LC 10), 19=333(LC 11), 17=318(LC 10), 16=319(LC 11), 15=330(LC 10), 14=280(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-19=-250/101 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 2, 20, 19, 12, 17, 16, 15, 14. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss PB02 Truss Type GABLE Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286373 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PyORMbi9FaswJ1fbfame?sn1w83Ui0lQGXzLgzypbLe Scale = 1:45.8 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 3x6 3x12 3x6 2x4 6x8 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 0-2-226-4-8 26-4-8 26-4-8 26-4-8 3-4-63-6-80-1-40-1-83-2-146.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-9-11,Edge], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-4-8. (lb) - Max Horz 1=81(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 16, 14, 13, 9, 12, 11 except 1=-357(LC 10), 2=-109(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 9, 11 except 2=687(LC 1), 16=414(LC 10), 14=313(LC 11), 13=335(LC 10), 12=307(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-301/110, 5-13=-253/102 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 16, 14, 13, 9, 12, 11 except (jt=lb) 1=357, 2=109. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss PB03 Truss Type GABLE Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286374 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-t8ypaxin0t_nxBEnDHHtY4KCdYPlRStaVBiuCPypbLd Scale = 1:51.7 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 3x6 3x12 3x6 2x4 6x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 0-2-226-4-8 26-4-8 26-4-8 26-4-8 5-4-65-6-80-1-40-1-85-2-146.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-9-11,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.21 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-4-8. (lb) - Max Horz 1=131(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 14, 16, 13, 12, 11 except 1=-359(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 9 except 2=682(LC 10), 14=262(LC 1), 16=432(LC 1), 13=330(LC 11), 12=302(LC 11), 11=286(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-319/161 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 14, 16, 13, 12, 11 except (jt=lb) 1=359. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss PB04 Truss Type GABLE Qty 7 Ply 1 26 Shadow Wood Job Reference (optional) I34286375 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LKWBnHjPnB7eZLpzm?o64HsNOyl?AuZjjrSSkrypbLc Scale = 1:61.1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 3x6 3x12 3x6 2x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 26-4-8 26-4-8 15-0-14 15-0-14 26-4-8 11-3-10 7-6-70-1-40-1-86.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-9-11,Edge], [6:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.21 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-4-8. (lb) - Max Horz 1=183(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 15, 16, 12, 11 except 1=-358(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 9, 1 except 2=673(LC 1), 13=286(LC 1), 15=290(LC 10), 16=432(LC 1), 12=339(LC 11), 11=282(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-319/162, 7-12=-258/138 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 15, 16, 12, 11 except (jt=lb) 1=358. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. August 9,2018 Job 26_SHADOW_WOOD Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286376 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pX4a_ck2XVFVAVOAKiJLdVPYwL1IvBItyVB?GHypbLb Scale = 1:120.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 4x6 6x8 4x6 5x12 4x6 4x6 5x8 3x6 8x8 8x8 6x6 6x6 6x6 8x8 8x8 5x8 3x6 4x6 8x8 4x6 4x6 4x6 8x8 0-2-20-3-0 0-3-0 12-0-0 11-9-0 13-3-0 1-3-0 23-8-15 10-5-15 34-2-14 10-5-15 44-8-13 10-5-15 55-2-12 10-5-15 64-8-0 9-5-4 -0-11-0 0-11-0 7-2-9 7-2-9 13-3-0 6-0-7 21-7-12 8-4-12 30-0-8 8-4-12 38-5-4 8-4-12 46-10-0 8-4-12 55-2-12 8-4-12 60-5-7 5-2-11 64-8-0 4-2-9 0-11-07-4-67-6-81-3-07-4-66.00 12 8.00 12 Plate Offsets (X,Y)-- [12:0-4-0,0-3-15], [15:0-8-2,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.57 0.46 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.51 0.12 (loc) 18-20 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 410 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 2-23,15-17: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-24: 2x4 SPF 2100F 1.8E, 8-22,9-18,11-16: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except 2-0-0 oc purlins (4-2-15 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-24. WEBS 1 Row at midpt 8-22, 9-18, 11-16, 5-24 2 Rows at 1/3 pts 6-24 REACTIONS.(lb/size) 15=1893/Mechanical, 24=3702/0-3-8, 2=-367/0-3-8 Max Horz 2=169(LC 5) Max Uplift15=-45(LC 4), 24=-443(LC 5), 2=-643(LC 11) Max Grav 15=1893(LC 11), 24=3702(LC 1), 2=160(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/1654, 3-4=-302/1774, 4-5=-273/1882, 5-6=-179/1442, 6-7=-1535/208, 7-8=-1535/208, 8-9=-2974/350, 9-10=-3177/366, 10-11=-3177/366, 11-12=-2114/279, 12-13=-2550/280, 13-14=-2577/274, 14-15=-425/0 BOT CHORD 2-24=-1410/246, 23-24=-196/1128, 22-23=-196/1128, 21-22=-379/2579, 20-21=-379/2579, 19-20=-431/3240, 18-19=-431/3240, 17-18=-352/3090, 16-17=-352/3090, 15-16=-160/1979 WEBS 3-24=-545/200, 6-24=-3171/443, 6-22=-52/1402, 8-22=-1553/249, 8-20=0/761, 9-20=-513/133, 11-18=0/427, 11-16=-1333/295, 12-16=-3/869, 13-16=-129/305, 5-24=-1223/264 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 24=443, 2=643. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T01A Truss Type ROOF SPECIAL Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286377 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HjeyCylgIoNMofzMuQqa9iykslMJeex0B9xZpkypbLa Scale = 1:120.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 4x6 4x6 5x12 4x6 4x6 4x6 3x6 5x8 5x6 6x6 8x8 8x8 5x6 8x8 8x8 6x8 6x8 3x6 8x10 4x6 8x8 4x6 4x6 4x6 8x8 0-2-20-3-0 0-3-0 6-4-13 6-1-13 12-1-12 5-8-15 17-3-0 5-1-4 28-10-15 11-7-15 40-6-13 11-7-15 52-2-12 11-7-15 56-11-0 4-8-4 64-8-0 7-9-0 -0-11-0 0-11-0 7-7-10 7-7-10 17-3-0 9-7-5 25-11-15 8-8-15 34-8-14 8-8-15 43-5-13 8-8-15 52-2-12 8-8-15 56-11-0 4-8-4 64-8-0 7-9-0 0-11-09-4-69-6-81-3-09-4-66.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-3-10], [11:0-4-0,0-3-15], [14:0-7-14,0-0-1], [22:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.49 0.48 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.44 0.12 (loc) 18-20 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 437 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 2-23,14-17: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-22,9-16,5-24: 2x4 SPF 2100F 1.8E, 8-20,8-18: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 4-8-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except 2-0-0 oc purlins (4-6-11 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-25,24-25. WEBS 1 Row at midpt 6-22, 8-20, 9-16, 5-24 REACTIONS.(lb/size) 14=1984/Mechanical, 24=3204/0-3-8, 2=40/0-3-8 Max Horz 2=218(LC 5) Max Uplift14=-37(LC 7), 24=-279(LC 5), 2=-231(LC 11) Max Grav 14=1984(LC 1), 24=3204(LC 1), 2=96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187/733, 3-4=-144/1034, 4-5=-97/1195, 5-6=-514/198, 6-7=-2233/324, 7-8=-2233/324, 8-9=-2769/368, 9-10=-2119/310, 10-11=-2119/311, 11-12=-2549/334, 12-13=-2704/292, 13-14=-702/31 BOT CHORD 2-25=-612/184, 24-25=-657/164, 23-24=-118/531, 22-23=-118/531, 21-22=-287/1932, 20-21=-287/1932, 19-20=-337/2674, 18-19=-337/2674, 17-18=-275/2741, 16-17=-275/2741, 15-16=-137/2163, 14-15=-137/2163 WEBS 3-25=0/292, 3-24=-697/219, 5-22=-51/1616, 6-22=-2063/241, 6-20=0/968, 8-20=-805/144, 8-18=0/262, 9-18=0/265, 9-16=-976/270, 11-16=-52/899, 5-24=-3009/300 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 24=279, 2=231. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T01B Truss Type ROOF SPECIAL Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286378 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HjeyCylgIoNMofzMuQqa9iyi6lIQeeK0B9xZpkypbLa Scale = 1:121.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 8x8 4x6 4x6 4x6 3x6 6x6 6x6 6x8 5x6 6x8 3x4 5x6 3x4 8x8 6x8 4x8 5x8 3x6 5x12 4x6 4x6 4x6 4x6 8x8 0-2-20-3-0 0-3-0 6-4-13 6-1-13 12-1-12 5-8-15 21-3-0 9-1-4 28-11-6 7-8-6 41-6-6 12-7-0 49-2-12 7-8-6 56-10-15 7-8-3 64-8-0 7-9-1 -0-11-0 0-11-0 7-6-7 7-6-7 14-3-3 6-8-11 21-3-0 6-11-13 28-11-6 7-8-6 35-2-14 6-3-8 41-6-6 6-3-8 49-2-12 7-8-6 56-10-15 7-8-3 64-8-0 7-9-1 0-11-011-4-611-6-81-3-011-4-66.00 12 8.00 12 Plate Offsets (X,Y)-- [11:0-4-0,0-3-15], [15:0-8-6,Edge], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.60 0.73 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.13 (loc) 19-21 19-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 465 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-26,3-25,5-23,13-18,13-16: 2x3 SPF No.2, 5-25: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except 2-0-0 oc purlins (4-10-6 max.): 6-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-26,25-26. WEBS 1 Row at midpt 6-23, 6-21, 7-21, 8-21, 10-19, 11-19, 13-18 2 Rows at 1/3 pts 5-25 REACTIONS.(lb/size) 25=2808/0-3-8, 15=2059/Mechanical, 2=361/0-3-8 Max Horz 2=268(LC 5) Max Uplift25=-144(LC 5), 15=-55(LC 7), 2=-62(LC 6) Max Grav 25=2808(LC 1), 15=2059(LC 1), 2=384(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/143, 3-4=-76/327, 4-5=-57/441, 5-6=-1529/299, 6-7=-2105/366, 7-8=-2103/365, 8-9=-2441/382, 9-10=-2441/382, 10-11=-2442/382, 11-12=-2484/360, 12-13=-2564/315, 13-14=-2888/295, 14-15=-576/0 BOT CHORD 24-25=-139/325, 23-24=-139/325, 22-23=-185/1308, 21-22=-185/1308, 20-21=-238/2378, 19-20=-238/2378, 18-19=-55/2077, 17-18=-145/2278, 16-17=-145/2278, 15-16=-145/2278 WEBS 3-25=-547/178, 5-25=-2351/283, 5-23=-66/1461, 6-23=-942/139, 6-21=-96/1438, 7-21=-454/180, 8-21=-582/86, 10-19=-437/195, 11-19=-220/773, 11-18=-19/410, 13-18=-257/164 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 2 except (jt=lb) 25=144. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T01C Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286379 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lvCKPImI36VDQpYYS7LpiwUs09eRN3pAQpg6LAypbLZ Scale = 1:116.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 4x6 6x6 4x6 6x8 4x6 4x6 3x6 6x6 6x6 5x8 5x12 5x6 5x12 5x8 3x6 5x12 4x6 4x6 4x6 4x6 5x6 5x6 8x8 0-3-0 0-3-0 6-4-15 6-1-15 12-1-12 5-8-12 22-2-0 10-0-4 35-4-8 13-2-8 48-6-8 13-2-0 56-11-0 8-4-8 64-8-0 7-9-1 -0-11-0 0-11-0 7-6-8 7-6-8 14-10-8 7-3-15 22-2-0 7-3-8 30-10-8 8-8-8 39-10-0 8-11-8 48-6-8 8-8-8 56-11-0 8-4-8 64-8-0 7-9-1 0-11-012-0-01-3-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-2-13], [14:0-8-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.59 0.74 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.14 (loc) 17-19 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 450 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-24,3-23,12-17,12-15: 2x3 SPF No.2, 5-23: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except 2-0-0 oc purlins (5-0-15 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-24,23-24. WEBS 1 Row at midpt 12-17, 9-19, 9-17 2 Rows at 1/3 pts 5-23, 7-21 REACTIONS.(lb/size) 23=2900/0-3-8, 14=2042/Mechanical, 2=287/0-3-8 Max Horz 2=283(LC 5) Max Uplift23=-127(LC 5), 14=-58(LC 7), 2=-63(LC 6) Max Grav 23=2900(LC 1), 14=2042(LC 1), 2=320(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/281, 3-4=-85/483, 4-5=-63/616, 5-6=-1567/300, 6-7=-1320/312, 7-8=-2213/364, 8-9=-2213/364, 9-10=-2019/348, 10-11=-2422/348, 11-12=-2535/298, 12-13=-2865/296, 13-14=-601/0 BOT CHORD 22-23=-150/356, 21-22=-150/356, 20-21=-228/2044, 19-20=-228/2044, 18-19=-181/2276, 17-18=-181/2276, 16-17=-148/2265, 15-16=-148/2265, 14-15=-148/2265 WEBS 3-23=-584/187, 5-23=-2476/289, 5-21=-34/1420, 6-21=0/327, 7-21=-1278/134, 10-17=-16/800, 12-17=-318/186, 7-19=0/538, 9-17=-592/268 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 2 except (jt=lb) 23=127. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T02 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286380 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-E6lidemwqQd41y7k?rs2E716SZ2j6WtJeTQftcypbLY Scale = 1:116.6 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 6x6 4x6 6x6 4x6 4x6 3x6 6x6 6x6 5x8 5x12 5x6 5x6 5x6 5x12 5x8 3x6 4x10 4x6 4x6 4x6 4x6 8x8 0-3-0 0-3-0 6-4-15 6-1-15 12-1-12 5-8-12 22-2-0 10-0-4 35-4-4 13-2-4 48-6-8 13-2-4 58-9-4 10-2-12 64-8-0 5-10-12 -0-11-0 0-11-0 7-6-8 7-6-8 14-9-11 7-3-3 22-2-0 7-4-4 30-10-8 8-8-8 39-10-0 8-11-8 48-6-8 8-8-8 56-11-7 8-4-15 64-8-0 7-8-9 0-11-012-0-01-3-012-0-06.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.29 0.48 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.07 (loc) 19-21 19-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 451 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-24,3-23,12-17,12-15: 2x3 SPF No.2, 5-23: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins, except 2-0-0 oc purlins (5-6-13 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24. WEBS 1 Row at midpt 5-23, 7-21, 9-17, 12-15 REACTIONS.All bearings 0-3-8 except (jt=length) 13=Mechanical. (lb) - Max Horz 2=283(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 2 except 23=-145(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 23=2497(LC 1), 15=1997(LC 1), 13=309(LC 11), 2=441(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/77, 4-5=-72/310, 5-6=-1491/294, 6-7=-1250/308, 7-8=-1856/343, 8-9=-1856/343, 9-10=-1361/306, 10-11=-1521/300, 11-12=-1770/250, 12-13=-273/125 BOT CHORD 2-24=-130/263, 22-23=-147/469, 21-22=-147/469, 20-21=-246/1785, 19-20=-246/1785, 18-19=-210/1821, 17-18=-210/1821, 16-17=-65/719, 15-16=-65/719, 13-14=-159/386 WEBS 3-23=-556/184, 5-23=-2063/264, 5-21=-49/1126, 6-21=0/297, 7-21=-970/140, 7-19=0/325, 9-17=-865/252, 10-17=0/494, 12-17=-131/843, 12-15=-1868/210, 9-19=0/256 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2 except (jt=lb) 23=145. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T02A Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286381 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iIJ4q_nYbjlxf6ixZYOHnKaFxzL?rzQSt69DP3ypbLX Scale = 1:122.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 4x6 6x6 4x6 6x8 4x6 4x6 3x6 6x6 6x6 5x8 5x12 5x6 5x6 5x12 5x8 3x6 5x12 4x6 4x6 4x6 4x6 5x6 8x8 0-3-0 0-3-0 6-4-15 6-1-15 12-1-12 5-8-12 22-2-0 10-0-4 35-4-4 13-2-4 48-6-8 13-2-4 56-11-0 8-4-8 64-11-0 8-0-0 -0-11-0 0-11-0 7-6-8 7-6-8 14-9-11 7-3-3 22-2-0 7-4-4 30-10-8 8-8-8 39-10-0 8-11-8 48-6-8 8-8-8 56-11-0 8-4-8 64-11-0 8-0-0 65-10-0 0-11-0 0-11-012-0-01-1-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-2-13], [14:0-6-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.44 0.67 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.13 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 451 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-25,3-24,12-18,12-16: 2x3 SPF No.2, 5-24: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-25,24-25. WEBS 1 Row at midpt 9-18, 12-18, 9-20 2 Rows at 1/3 pts 5-24, 7-22 REACTIONS.(lb/size) 24=2902/0-3-8, 14=2109/0-3-8, 2=293/0-3-8 Max Horz 2=276(LC 5) Max Uplift24=-124(LC 5), 14=-90(LC 7), 2=-65(LC 6) Max Grav 24=2902(LC 1), 14=2109(LC 1), 2=326(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-130/270, 3-4=-81/470, 4-5=-60/601, 5-6=-1583/307, 6-7=-1333/319, 7-8=-2235/370, 8-9=-2235/370, 9-10=-2048/353, 10-11=-2457/354, 11-12=-2575/303, 12-13=-2953/304, 13-14=-1366/45 BOT CHORD 23-24=-144/353, 22-23=-144/353, 21-22=-220/2063, 20-21=-220/2063, 19-20=-173/2302, 18-19=-173/2302, 17-18=-125/2353, 16-17=-125/2353, 14-16=-125/2353 WEBS 3-24=-581/184, 5-24=-2475/282, 5-22=-33/1433, 6-22=0/331, 7-22=-1288/133, 9-18=-587/269, 10-18=-21/824, 12-18=-389/188, 7-20=0/545 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 2 except (jt=lb) 24=124. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T03 Truss Type PIGGYBACK BASE Qty 3 Ply 1 26 Shadow Wood Job Reference (optional) I34286382 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iIJ4q_nYbjlxf6ixZYOHnKaBlzJnrzESt69DP3ypbLX Scale = 1:116.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 4x6 6x6 4x6 6x6 4x6 8x10 4x6 6x6 3x6 5x8 5x12 5x6 5x6 5x6 5x12 5x8 3x6 5x12 4x6 4x6 4x6 4x6 11-10-9 11-10-9 22-2-0 10-3-7 35-4-4 13-2-4 48-6-8 13-2-4 58-9-4 10-2-12 64-8-0 5-10-12 -0-11-0 0-11-0 7-2-9 7-2-9 14-9-12 7-7-3 22-2-0 7-4-4 30-10-8 8-8-8 39-10-0 8-11-8 48-6-8 8-8-8 56-9-11 8-3-3 64-8-0 7-10-5 0-11-012-0-01-3-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [14:0-8-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.64 0.81 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.59 0.18 (loc) 21-23 19-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 448 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-23,5-23,12-17,12-15: 2x3 SPF No.2, 7-21,9-17: 2x4 SPF 2100F 1.8E WEDGE Left: 2x6 SP No.1 SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except 2-0-0 oc purlins (4-5-13 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-21, 7-21, 7-19, 9-17, 12-15 REACTIONS.(lb/size) 2=2392/0-3-8, 15=2781/0-3-8, 14=56/Mechanical Max Horz 2=283(LC 5) Max Uplift2=-117(LC 6), 14=-178(LC 10) Max Grav 2=2392(LC 1), 15=2781(LC 1), 14=143(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4201/539, 3-4=-3909/482, 4-5=-3807/505, 5-6=-3262/497, 6-7=-2838/487, 7-8=-2831/456, 8-9=-2831/456, 9-10=-1725/354, 10-11=-1959/358, 11-12=-2207/308, 12-13=-92/440, 13-14=-57/258 BOT CHORD 2-23=-457/3644, 22-23=-323/3317, 21-22=-323/3317, 20-21=-308/2970, 19-20=-308/2970, 18-19=-246/2587, 17-18=-246/2587, 16-17=-79/707, 15-16=-79/707, 14-15=-323/90 WEBS 3-23=-273/182, 5-23=0/457, 5-21=-713/218, 6-21=-52/945, 7-21=-456/183, 7-19=-430/174, 9-19=0/720, 9-17=-1527/294, 10-17=-27/682, 12-17=-173/1337, 12-15=-2652/276 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=117, 14=178. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T04 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286383 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-AUtT2KoAM1toHGH77FvWKY6MVMf0aQUc6mvmyVypbLW Scale = 1:116.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 4x6 6x6 4x6 6x6 4x6 8x10 4x6 6x6 3x6 5x8 5x12 5x6 5x6 5x6 5x12 5x8 3x6 5x12 4x6 4x6 4x6 4x6 11-10-9 11-10-9 22-2-0 10-3-7 35-4-4 13-2-4 48-6-8 13-2-4 58-9-4 10-2-12 64-8-0 5-10-12 -0-11-0 0-11-0 7-2-9 7-2-9 14-9-12 7-7-3 22-2-0 7-4-4 30-10-8 8-8-8 39-10-0 8-11-8 48-6-8 8-8-8 56-9-11 8-3-3 64-8-0 7-10-5 0-11-012-0-01-3-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [14:0-8-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.64 0.81 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.59 0.18 (loc) 21-23 19-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 448 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-23,5-23,12-17,12-15: 2x3 SPF No.2, 7-21,9-17: 2x4 SPF 2100F 1.8E WEDGE Left: 2x6 SP No.1 SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except 2-0-0 oc purlins (4-5-13 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 5-21, 7-21, 7-19, 9-17, 12-15 REACTIONS.(lb/size) 2=2392/0-3-8, 15=2781/0-3-8, 14=56/Mechanical Max Horz 2=283(LC 5) Max Uplift2=-117(LC 6), 14=-178(LC 10) Max Grav 2=2392(LC 1), 15=2781(LC 1), 14=143(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4201/539, 3-4=-3909/482, 4-5=-3807/505, 5-6=-3262/497, 6-7=-2838/487, 7-8=-2831/456, 8-9=-2831/456, 9-10=-1725/354, 10-11=-1959/358, 11-12=-2207/308, 12-13=-92/440, 13-14=-57/258 BOT CHORD 2-23=-457/3644, 22-23=-323/3317, 21-22=-323/3317, 20-21=-308/2970, 19-20=-308/2970, 18-19=-246/2587, 17-18=-246/2587, 16-17=-79/707, 15-16=-79/707, 14-15=-323/90 WEBS 3-23=-273/182, 5-23=0/457, 5-21=-713/218, 6-21=-52/945, 7-21=-456/183, 7-19=-430/174, 9-19=0/720, 9-17=-1527/294, 10-17=-27/682, 12-17=-173/1337, 12-15=-2652/276 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=117, 14=178. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286384 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ehRrFgpp7L?fuQrJhzQlslfXCm?SJu1lKQeKUxypbLV Scale = 1:121.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 4x6 6x6 4x6 6x6 4x6 8x10 4x6 6x6 3x6 5x8 5x12 5x6 5x6 5x6 6x16 10x10 3x6 5x12 4x6 4x6 4x6 4x6 11-10-9 11-10-9 22-2-0 10-3-7 35-4-4 13-2-4 48-6-8 13-2-4 52-8-12 4-2-4 64-8-0 11-11-4 -0-11-0 0-11-0 7-2-9 7-2-9 14-9-12 7-7-3 22-2-0 7-4-4 30-11-8 8-9-8 39-9-0 8-9-8 48-6-8 8-9-8 56-11-2 8-4-11 64-8-0 7-8-14 0-11-012-0-01-3-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [12:0-3-2,0-5-2], [14:0-8-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.64 0.80 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.14 (loc) 21-23 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 448 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-23,5-23,12-17: 2x3 SPF No.2, 7-21,9-17: 2x4 SPF 2100F 1.8E 12-15: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except 2-0-0 oc purlins (4-9-3 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 5-21, 7-21, 7-19, 9-17 2 Rows at 1/3 pts 12-15 REACTIONS.(lb/size) 2=2224/0-3-8, 15=2229/0-3-8, 14=775/Mechanical Max Horz 2=283(LC 5) Max Uplift2=-109(LC 6), 15=-13(LC 5), 14=-41(LC 7) Max Grav 2=2224(LC 1), 15=2229(LC 1), 14=815(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3874/488, 3-4=-3564/429, 4-5=-3463/451, 5-6=-2901/441, 6-7=-2513/438, 7-8=-2322/377, 8-9=-2322/377, 9-10=-1012/249, 10-11=-1218/229, 11-12=-1358/177, 12-13=-758/125, 13-14=-644/0 BOT CHORD 2-23=-413/3350, 22-23=-295/3001, 21-22=-295/3001, 20-21=-290/2521, 19-20=-290/2521, 18-19=-225/2014, 17-18=-225/2014, 16-17=-921/226, 15-16=-921/226, 14-15=-7/715 WEBS 3-23=-290/188, 5-23=0/471, 5-21=-721/218, 6-21=-26/790, 7-21=-274/177, 7-19=-579/181, 9-19=-4/886, 9-17=-1725/298, 10-17=0/360, 12-17=-292/2267, 12-15=-2507/380 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 14 except (jt=lb) 2=109. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T06 Truss Type HIP Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286385 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ehRrFgpp7L?fuQrJhzQlslfWzm2vJvGlKQeKUxypbLV Scale = 1:120.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 5x12 8x10 4x6 8x8 3x4 3x6 4x6 3x6 6x6 5x12 8x8 5x6 5x6 5x6 3x6 5x8 8x8 3x6 4x8 4x6 4x6 4x6 4x6 0-2-26-10-10 6-10-10 12-11-8 6-0-14 14-2-8 1-3-0 16-4-13 2-2-5 30-1-9 13-8-11 43-10-4 13-8-11 54-11-4 11-1-0 64-7-8 9-8-4 6-10-10 6-10-10 12-11-8 6-0-14 14-2-8 1-3-0 16-4-13 2-2-5 25-6-10 9-1-13 34-8-7 9-1-13 43-10-4 9-1-13 54-11-4 11-1-0 64-7-8 9-8-4 65-6-8 0-11-0 0-4-126-8-67-6-81-1-00-8-07-4-66.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-11-8,0-0-4], [3:0-5-0,0-3-10], [5:0-2-8,0-4-0], [11:0-4-0,0-3-15], [13:0-4-6,0-0-8], [23:0-2-0,0-3-8], [24:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.72 0.58 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.52 0.10 (loc) 19-21 19-21 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 414 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 4-22: 2x4 SP 2400F 2.0E, 13-16,16-18: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-21,8-17: 2x4 SPF 2100F 1.8E, 11-17: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except 2-0-0 oc purlins (4-11-8 max.): 3-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-17 2 Rows at 1/3 pts 11-17 REACTIONS.(lb/size) 1=1547/Mechanical, 17=3217/0-3-8, 13=456/0-3-8 Max Horz 1=150(LC 5) Max Uplift1=-62(LC 5), 17=-422(LC 5), 13=-120(LC 7) Max Grav 1=1547(LC 1), 17=3217(LC 1), 13=501(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3024/365, 2-3=-3036/481, 3-4=-2198/340, 4-5=-2190/342, 5-6=-2197/342, 6-7=-1511/253, 7-8=-1511/253, 8-9=-253/1271, 9-10=-253/1271, 10-11=-253/1272 BOT CHORD 1-24=-254/2665, 23-24=-236/2130, 4-23=-86/295, 21-22=-176/404, 20-21=-260/1991, 19-20=-260/1991, 18-19=-86/856, 17-18=-86/856 WEBS 2-24=-342/189, 3-23=-54/510, 21-23=-66/1886, 5-21=-543/199, 6-21=0/294, 6-19=-892/260, 8-19=-54/1223, 8-17=-2540/412, 10-17=-650/279, 11-17=-1530/135, 11-15=0/423, 3-24=-163/773 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 17=422, 13=120. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T07 Truss Type HIP Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286386 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6t?DS0pRue7WWaQWEgx_PzCmGAOh2K_vZ4Ot0NypbLU Scale = 1:123.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 4x6 10x10 4x6 4x6 5x12 10x10 3x6 3x6 4x6 5x8 3x6 6x6 5x8 3x6 3x6 5x8 3x6 5x8 8x8 6x6 6x8 3x6 4x8 4x6 4x6 4x6 4x6 6-10-10 6-10-10 14-2-8 7-3-14 16-11-8 2-9-0 25-8-7 8-8-15 34-5-6 8-8-15 43-10-4 9-4-14 51-11-4 8-1-0 55-11-10 4-0-6 64-7-8 8-7-14 6-10-10 6-10-10 14-2-8 7-3-14 16-11-8 2-9-0 25-8-7 8-8-15 34-5-6 8-8-15 43-2-5 8-8-15 43-10-4 0-7-15 51-11-4 8-1-0 55-11-10 4-0-6 64-7-8 8-7-14 65-6-8 0-11-0 0-4-128-8-69-6-81-1-00-8-09-4-66.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-5-12,Edge], [11:0-4-0,0-3-15], [15:0-4-2,0-0-8], [18:0-2-4,0-2-0], [19:0-2-8,0-3-0], [25:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.43 0.54 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.09 (loc) 27-28 27-28 20 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 441 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 4-26: 2x3 SPF No.2, 15-18,18-21: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-24,8-24,11-20: 2x4 SPF No.2, 8-20: 2x4 SPF 2100F 1.8E SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-27, 5-25, 5-24, 6-24, 8-20, 10-20, 11-20 REACTIONS.(lb/size) 1=1514/Mechanical, 20=3321/0-3-8, 15=386/0-3-8 Max Horz 1=200(LC 5) Max Uplift1=-66(LC 6), 20=-309(LC 5), 15=-123(LC 7) Max Grav 1=1514(LC 1), 20=3321(LC 1), 15=480(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2975/369, 2-3=-2249/314, 3-4=-2142/332, 4-5=-2098/398, 5-6=-1461/304, 6-7=-1459/303, 7-8=-1459/303, 8-9=-143/1115, 9-10=-143/1115, 10-11=-143/1116, 11-12=-220/484, 12-13=-266/338, 13-14=-288/281 BOT CHORD 1-28=-271/2632, 27-28=-271/2632, 25-26=-97/252, 24-25=-191/1629, 23-24=-100/628, 22-23=-100/628, 21-22=-100/628, 20-21=-100/628, 19-20=-389/161 WEBS 2-28=0/338, 2-27=-786/175, 25-27=-96/1421, 5-27=-165/924, 6-24=-536/216, 8-24=-139/1242, 8-22=0/349, 8-20=-2328/312, 10-20=-564/225, 11-20=-1275/98, 11-19=-52/510, 12-19=-543/148, 12-17=0/315 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 20=309, 15=123. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T08 Truss Type HIP Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286387 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-a3ZbgLq3fyFM8k?ioOSDxAkv3akynos2ok7QYqypbLT Scale = 1:147.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 4x6 4x6 4x10 8x10 6x6 3x6 8x8 8x10 3x6 3x6 4x6 5x8 3x6 6x6 10x10 6x8 8x8 5x6 8x8 8x10 6x8 5x6 8x8 5x6 6x8 3x6 4x10 4x6 4x6 4x6 0-2-26-10-10 6-10-10 14-2-8 7-3-14 16-6-0 2-3-8 18-4-0 1-10-0 20-11-8 2-7-8 34-11-6 13-11-14 43-10-4 8-10-14 48-11-4 5-1-0 55-11-9 7-0-5 64-7-8 8-7-15 6-10-10 6-10-10 14-2-8 7-3-14 16-6-0 2-3-8 18-4-0 1-10-0 20-11-8 2-7-8 27-11-7 6-11-15 34-11-6 6-11-15 43-10-4 8-10-14 48-11-4 5-1-0 55-11-9 7-0-5 64-7-8 8-7-15 65-6-8 0-11-0 0-4-1210-8-611-6-81-1-00-8-03-0-00-8-03-0-03-0-011-4-66.00 12 8.00 12 Plate Offsets (X,Y)-- [7:0-2-8,0-1-12], [9:0-4-0,0-4-8], [10:0-3-8,0-3-0], [11:0-4-0,0-3-15], [15:0-5-14,0-0-8], [26:0-3-0,0-2-4], [30:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.56 0.54 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.60 0.27 (loc) 27 22-24 20 l/defl >999 >875 n/a L/d 240 180 n/a PLATES MT20 Weight: 489 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 4-29,5-28,6-25: 2x3 SPF No.2, 23-25,15-18,18-21: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-24,8-24,8-22,9-22,10-22,10-20,11-20,11-19: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Structural wood sheathing directly applied or 5-7-9 oc bracing. Except: 1 Row at midpt 4-30 WEBS 1 Row at midpt 2-30, 5-26, 7-24, 8-24, 9-22, 10-22, 13-19 2 Rows at 1/3 pts 8-22, 10-20, 11-20 REACTIONS.(lb/size) 1=1273/Mechanical, 20=4069/0-3-8, 15=-122/0-3-8 Max Horz 1=249(LC 5) Max Uplift1=-73(LC 6), 20=-268(LC 5), 15=-548(LC 10) Max Grav 1=1274(LC 10), 20=4069(LC 1), 15=348(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2425/342, 2-3=-1732/289, 3-4=-1625/311, 4-5=-2133/378, 5-6=-1629/326, 6-7=-1570/352, 7-8=-899/291, 8-9=-21/346, 9-10=-21/345, 10-11=-187/1869, 11-12=-258/1527, 12-13=-285/1457, 13-14=-408/1195, 14-15=-232/514 BOT CHORD 1-31=-256/2141, 30-31=-256/2141, 4-30=-1388/226, 5-27=-181/1299, 26-27=-192/1854, 23-24=-102/474, 22-23=-102/474, 21-22=-1868/297, 20-21=-1868/297, 19-20=-1263/249, 18-19=-930/339, 17-18=-930/339, 15-17=-930/339 WEBS 2-31=0/316, 2-30=-754/169, 27-30=-223/2301, 5-26=-1162/168, 24-26=-138/1382, 7-26=-213/1855, 7-24=-1486/278, 8-24=-31/892, 8-22=-1394/191, 9-22=-484/198, 10-22=-264/2407, 10-20=-2343/407, 11-20=-1705/114, 11-19=-33/526, 13-19=-737/160, 13-17=0/406, 4-27=-109/899 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 20=268, 15=548. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T09 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286388 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WSgM51sJBZV4N195wpUh1bpF?NQcFgqLF2cXdiypbLR Scale = 1:140.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 8x8 4x6 6x10 4x6 4x10 8x8 6x6 3x6 8x8 8x8 3x6 3x6 3x4 5x6 6x10 3x4 3x4 4x6 5x8 3x6 6x6 10x10 5x12 6x10 4x8 5x6 6x8 4x8 6x8 3x6 4x10 4x6 4x6 6-10-10 6-10-10 14-2-8 7-3-14 16-6-0 2-3-8 18-4-0 1-10-0 21-10-8 3-6-8 29-2-8 7-4-0 30-6-8 1-4-0 39-4-12 8-10-4 43-10-4 4-5-8 48-3-0 4-4-12 55-11-9 7-8-10 64-7-8 8-7-15 6-10-10 6-10-10 14-2-8 7-3-14 16-6-0 2-3-8 18-4-0 1-10-0 21-10-8 3-6-8 29-2-8 7-4-0 30-6-8 1-4-0 39-4-12 8-10-4 48-3-0 8-10-4 55-11-9 7-8-10 64-7-8 8-7-15 65-6-8 0-11-0 0-4-1211-4-012-0-01-1-00-8-03-0-00-8-03-0-03-0-03-0-03-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-8], [12:0-6-4,0-3-0], [16:0-5-14,0-0-8], [20:0-3-8,0-2-0], [23:0-3-8,0-2-0], [25:0-2-12,0-2-12], [26:0-7-4,0-3-8], [30:0-2-4,0-3-4], [34:0-3-0,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.53 0.53 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.48 0.25 (loc) 31 31 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 521 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 4-33,5-32,6-29: 2x3 SPF No.2, 8-27,9-24: 2x4 SPF No.2 16-19,19-22: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-28,7-26,11-25,11-23,12-21,12-20: 2x4 SPF No.2 11-21: 2x4 SPF 2100F 1.8E SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-34, 9-25 WEBS 1 Row at midpt 2-34, 7-28, 7-26, 8-25, 23-25, 11-21, 14-20 2 Rows at 1/3 pts 12-21 REACTIONS.(lb/size) 1=1250/Mechanical, 21=4142/0-3-8, 16=-172/0-3-8 Max Horz 1=264(LC 5) Max Uplift1=-80(LC 6), 21=-258(LC 5), 16=-600(LC 10) Max Grav 1=1252(LC 10), 21=4142(LC 1), 16=363(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2376/346, 2-3=-1683/296, 3-4=-1565/315, 4-5=-2060/386, 5-6=-1567/334, 6-7=-1551/382, 7-8=-424/226, 8-9=-295/224, 9-10=-292/226, 10-11=-292/226, 11-12=-214/1903, 12-13=-259/1652, 13-14=-292/1574, 14-15=-415/1281, 15-16=-255/580 BOT CHORD 1-35=-263/2097, 34-35=-263/2097, 4-34=-1334/208, 5-31=-182/1266, 30-31=-170/1788, 8-26=0/772, 25-26=-85/391, 9-25=-418/120, 22-23=-1057/217, 21-22=-1057/217, 20-21=-1330/252, 19-20=-1004/363, 18-19=-1004/363, 16-18=-1004/363 WEBS 2-35=0/316, 2-34=-754/169, 31-34=-200/2231, 5-30=-1129/167, 28-30=-118/976, 7-30=-174/1675, 7-28=-809/200, 26-28=-103/763, 7-26=-647/124, 8-25=-907/99, 23-25=-1094/207, 11-25=-203/1666, 11-23=0/552, 11-21=-2365/327, 12-21=-1880/145, 12-20=-21/516, 14-20=-733/161, 14-18=0/428, 4-31=-94/854 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 21=258, 16=600. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).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. August 9,2018 Job 26_SHADOW_WOOD Truss T09 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286388 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:34 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WSgM51sJBZV4N195wpUh1bpF?NQcFgqLF2cXdiypbLR 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 26_SHADOW_WOOD Truss T10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286389 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-?eEkINtxytdx?BkHTW0wZpMSznm8_91UUiM499ypbLQ Scale = 1:119.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 4x6 6x6 4x6 6x8 4x6 5x12 4x6 4x6 6x6 3x6 5x8 5x12 5x6 5x6 5x6 5x12 5x8 3x6 4x8 4x6 4x6 4x6 4x6 11-7-1 11-7-1 21-10-8 10-3-7 30-8-2 8-9-10 35-0-10 4-4-8 43-10-4 8-9-10 56-7-7 12-9-4 64-7-8 8-0-1 6-11-1 6-11-1 14-6-4 7-7-3 21-10-8 7-4-4 30-8-2 8-9-10 39-5-5 8-9-3 48-3-0 8-9-10 56-7-7 8-4-8 64-7-8 8-0-1 65-6-8 0-11-0 1-0-1212-0-01-1-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-6-10,Edge], [10:0-4-8,0-3-0], [14:0-4-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.39 0.58 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.46 0.06 (loc) 20-22 20-22 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 451 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 14-17,17-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-24,5-24,12-16: 2x3 SPF No.2, 9-18: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 7-22, 9-18, 10-18, 12-18, 7-20 REACTIONS.(lb/size) 1=1512/Mechanical, 18=3323/0-3-8, 14=390/0-3-8 Max Horz 1=265(LC 5) Max Uplift1=-84(LC 6), 18=-94(LC 5), 14=-122(LC 7) Max Grav 1=1528(LC 10), 18=3323(LC 1), 14=516(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1085/9, 2-3=-2487/372, 3-4=-2235/314, 4-5=-2113/337, 5-6=-1533/322, 6-7=-1283/331, 7-8=-384/218, 8-9=-384/218, 9-10=-20/901, 10-11=0/812, 11-12=-33/651, 12-13=-342/286 BOT CHORD 1-24=-284/2147, 23-24=-234/1784, 22-23=-234/1784, 21-22=-209/818, 20-21=-209/818, 17-18=-196/285, 16-17=-196/285, 14-16=-196/285 WEBS 3-24=-298/186, 5-24=0/481, 5-22=-730/221, 6-22=0/311, 7-22=-52/794, 9-20=-92/1467, 9-18=-2038/319, 10-18=-952/128, 12-18=-742/156, 12-16=0/480, 7-20=-1247/229 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 18 except (jt=lb) 14=122. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286390 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Tqo6WjtZjBlocLJT1EX960vdiB6gjd4ejM5ehbypbLP Scale = 1:120.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 4x6 6x6 4x6 6x8 4x6 8x8 4x6 6x6 3x6 5x8 5x12 5x6 6x8 5x6 5x8 3x6 4x8 4x6 4x6 4x6 4x6 5x6 11-10-9 11-10-9 22-2-0 10-3-7 35-4-11 13-2-11 42-0-0 6-7-5 44-0-0 2-0-0 44-1-12 0-1-12 48-6-8 4-4-12 56-10-15 8-4-7 64-11-0 8-0-1 -0-11-0 0-11-0 7-2-9 7-2-9 14-9-12 7-7-3 22-2-0 7-4-4 31-0-0 8-10-0 35-4-11 4-4-11 39-9-6 4-4-11 44-0-0 4-2-10 48-6-8 4-6-8 56-10-15 8-4-7 64-11-0 8-0-1 65-10-0 0-11-0 0-11-012-0-01-1-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-3-0], [14:0-4-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.39 0.56 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.45 0.06 (loc) 20-22 20-22 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 453 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 14-17,17-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-24,5-24,12-16: 2x3 SPF No.2 9-18,10-18,7-20,9-20: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 7-22, 9-18, 10-18, 12-18, 7-20 REACTIONS.(lb/size) 2=1575/0-3-8, 18=3396/0-3-8, 14=333/0-3-8 Max Horz 2=276(LC 5) Max Uplift2=-113(LC 6), 18=-101(LC 5), 14=-122(LC 7) Max Grav 2=1592(LC 10), 18=3396(LC 1), 14=469(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2607/377, 3-4=-2288/316, 4-5=-2166/339, 5-6=-1541/320, 6-7=-1291/329, 7-8=-371/212, 8-9=-371/212, 9-10=-32/972, 10-11=-11/901, 11-12=-45/734, 12-13=-266/371 BOT CHORD 2-24=-284/2241, 23-24=-230/1809, 22-23=-230/1809, 21-22=-205/814, 20-21=-205/814, 17-18=-265/240, 16-17=-265/240, 14-16=-265/240 WEBS 3-24=-362/194, 5-24=0/522, 5-22=-754/223, 6-22=0/314, 7-22=-56/813, 9-18=-2074/321, 10-18=-997/136, 12-18=-743/158, 12-16=0/474, 7-20=-1268/234, 9-20=-93/1494 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 18=101, 14=122. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T12 Truss Type PIGGYBACK BASE Qty 2 Ply 1 26 Shadow Wood Job Reference (optional) I34286391 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Tqo6WjtZjBlocLJT1EX960vceB5bjaIejM5ehbypbLP Scale = 1:132.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 4x6 6x6 4x6 6x6 4x6 8x8 4x6 3x4 3x4 8x8 8x8 5x8 4x8 6x6 3x6 5x8 5x12 5x6 6x8 8x8 6x8 5x8 3x6 4x8 4x6 4x6 11-10-9 11-10-9 22-2-0 10-3-7 35-4-11 13-2-11 42-0-0 6-7-5 44-0-0 2-0-0 44-1-12 0-1-12 48-6-8 4-4-12 56-10-15 8-4-7 64-11-0 8-0-1 -0-11-0 0-11-0 7-2-9 7-2-9 14-9-12 7-7-3 22-2-0 7-4-4 31-0-0 8-10-0 35-4-11 4-4-11 39-9-6 4-4-11 44-0-0 4-2-10 48-6-8 4-6-8 56-10-15 8-4-7 64-11-0 8-0-1 65-10-0 0-11-0 0-11-012-0-01-1-03-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-13], [12:0-3-12,0-3-4], [16:0-4-2,0-0-8], [21:0-2-8,0-1-12], [22:0-2-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.45 0.63 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.51 0.03 (loc) 24-26 24-26 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 477 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 10-23,11-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-26,6-26,7-26,14-20,7-24,9-24: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except 2-0-0 oc purlins (5-10-5 max.): 6-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22 3-6-10 oc bracing: 20-21. 1 Row at midpt 11-21 WEBS 1 Row at midpt 5-26, 7-26, 9-22, 12-21, 14-20, 7-24 REACTIONS.(lb/size) 2=1774/0-3-8, 20=2742/0-3-8, 16=787/0-3-8 Max Horz 2=276(LC 5) Max Uplift2=-137(LC 6), 20=-145(LC 5), 16=-179(LC 7) Max Grav 2=1792(LC 10), 20=2742(LC 1), 16=801(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3007/478, 3-4=-2698/419, 4-5=-2576/441, 5-6=-1972/428, 6-7=-1678/426, 7-8=-969/363, 8-9=-969/363, 9-10=-330/307, 10-11=-321/306, 11-12=-62/317, 12-13=-85/300, 14-15=-774/244, 15-16=-387/58 BOT CHORD 2-28=-372/2591, 27-28=-231/2187, 26-27=-231/2187, 25-26=-168/1355, 24-25=-168/1355, 20-21=-2325/327, 11-21=-1765/313, 19-20=-75/669, 18-19=-75/669, 16-18=-75/669 WEBS 3-28=-339/189, 5-28=0/499, 5-26=-744/220, 6-26=-21/501, 7-26=-10/559, 22-24=-59/642, 9-22=-1464/242, 11-22=-168/1553, 12-21=-484/12, 14-20=-716/143, 14-18=0/482, 7-24=-1079/236, 9-24=-56/1046 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=137, 20=145, 16=179. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T14 Truss Type COMMON Qty 3 Ply 1 26 Shadow Wood Job Reference (optional) I34286392 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-x1MUj3uCUUtfEVufbx2OeERoHbQnSDXnx0rBE1ypbLO Scale = 1:35.7 1 2 3 4 5 6 7 8 9 11 10 4x6 5x8 3x4 3x6 3x8 2x4 2x4 5x8 3x4 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 5-5-11 5-5-11 9-11-8 4-5-12 14-5-4 4-5-13 19-11-0 5-5-12 20-10-0 0-11-0 0-9-04-0-130-9-04.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [8:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.40 0.63 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.05 (loc) 10-18 10-18 8 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size) 2=852/0-3-8, 8=852/0-3-8 Max Horz 2=41(LC 4) Max Uplift2=-71(LC 6), 8=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-687/0, 3-4=-1490/238, 4-5=-1202/164, 5-6=-1202/164, 6-7=-1490/238, 7-8=-687/0 BOT CHORD 2-11=-160/1366, 10-11=-160/1366, 8-10=-160/1366 WEBS 5-10=0/485, 6-10=-340/126, 4-10=-340/126 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss T15 Truss Type COMMON Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286393 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-x1MUj3uCUUtfEVufbx2OeERr3bUbSCcnx0rBE1ypbLO Scale = 1:40.9 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 2x4 3x6 3x6 3x6 3x8 3x6 3x6 3x6 2x4 3x6 0-11-5 0-11-5 8-0-8 7-1-3 15-2-1 7-1-9 16-1-0 0-10-15 -0-11-0 0-11-0 4-1-8 4-1-8 8-0-8 3-11-0 11-11-8 3-11-0 16-1-0 4-1-8 17-0-0 0-11-0 0-11-04-11-40-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.22 0.32 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size) 12=697/0-4-15, 9=694/0-4-15 Max Horz 12=-54(LC 4) Max Uplift12=-80(LC 6), 9=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-549/107, 4-5=-549/107 BOT CHORD 11-12=-25/492, 10-11=-25/492, 9-10=-4/496 WEBS 3-12=-672/183, 4-10=0/278, 5-9=-666/182 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9. 5) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss TG01 Truss Type GABLE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286394 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:30:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-IqMyZzZWyPAxVSoXCbxtHHd44U3tEmsgNF9r5dypYky Scale = 1:47.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 16 14 12 19 18 17 20 21 22 15 23 24 13 2x4 2x4 4x6 3x8 5x8 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-3-5 2-3-5 6-1-8 3-10-3 10-0-15 3-11-7 12-3-0 2-2-1 -0-11-0 0-11-0 6-1-8 6-1-8 12-3-0 6-1-8 13-2-0 0-11-0 1-5-07-6-81-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.65 0.12 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 14 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 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* 2-16,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18, 21 REACTIONS.All bearings 2-5-8 except (jt=length) 13=0-3-8, 15=0-3-8. (lb) - Max Horz 16=-184(LC 3) Max Uplift All uplift 100 lb or less at joint(s) except 16=-103(LC 5), 12=-104(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 15 except 16=482(LC 1), 12=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-404/95, 3-4=-311/106, 4-5=-292/137, 7-8=-292/137, 8-9=-311/105, 9-10=-404/94, 2-16=-459/110, 10-12=-459/110 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.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.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.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.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 16 and 104 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb up at 4-2-12, and 22 lb up at 6-2-12, and 22 lb up at 8-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 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. August 9,2018 Job 26_SHADOW_WOOD Truss TG01 Truss Type GABLE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286394 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 14:30:09 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-IqMyZzZWyPAxVSoXCbxtHHd44U3tEmsgNF9r5dypYky LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-11=-60, 12-16=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 26_SHADOW_WOOD Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286395 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-tPUF8lwS?68NUo12iM4skfX6kOASw9h4PKKIIwypbLM Scale = 1:37.0 1 2 3 4 5 6 8 7 15 16 17 18 19 20 21 22 23 24 25 26 6x8 4x8 5x6 3x8 8x8 3x4 5x6 3x8 0-2-28-0-0 8-0-0 11-11-0 3-11-0 19-11-0 8-0-0 -0-11-0 0-11-0 8-0-0 8-0-0 11-11-0 3-11-0 19-11-0 8-0-0 20-10-0 0-11-0 0-9-03-2-143-5-00-9-03-2-144.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-10], [2:0-3-5,0-6-1], [5:0-3-5,0-6-1], [5:Edge,0-1-10], [8:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.53 0.36 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.13 0.02 (loc) 7-14 7-14 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except 2-0-0 oc purlins (4-4-12 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=924/0-3-8, 5=924/0-3-8 Max Horz 2=33(LC 11) Max Uplift2=-299(LC 3), 5=-299(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1617/594, 15-16=-1549/596, 3-16=-1523/608, 3-17=-1468/599, 4-17=-1468/599, 4-18=-1522/607, 18-19=-1547/595, 5-19=-1616/593 BOT CHORD 2-20=-541/1475, 20-21=-541/1475, 21-22=-541/1475, 8-22=-541/1475, 8-23=-540/1470, 7-23=-540/1470, 7-24=-509/1473, 24-25=-509/1473, 25-26=-509/1473, 5-26=-509/1473 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=299, 5=299. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 16 lb up at 4-0-12, 11 lb down and 16 lb up at 6-0-12, 40 lb down and 53 lb up at 8-0-0, 40 lb down and 53 lb up at 9-11-8, 40 lb down and 53 lb up at 11-11-0, and 11 lb down and 16 lb up at 13-10-4, and 12 lb down and 16 lb up at 15-10-4 on top chord, and 27 lb down and 35 lb up at 2-11-4, 30 lb down and 30 lb up at 4-0-12, 16 lb down and 39 lb up at 6-0-12, 3 lb down and 37 lb up at 8-0-12, 3 lb down and 37 lb up at 9-11-8, 3 lb down and 37 lb up at 11-10-4, 16 lb down and 39 lb up at 13-10-4, and 30 lb down and 30 lb up at 15-10-4, and 27 lb down and 35 lb up at 16-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 8=1(F) 7=1(F) 20=-27(F) 21=-30(F) 22=-16(F) 23=1(F) 24=-16(F) 25=-30(F) 26=-27(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. August 9,2018 Job 26_SHADOW_WOOD Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286396 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-tPUF8lwS?68NUo12iM4skfXADO4zw5S4PKKIIwypbLM Scale = 1:34.4 1 2 3 4 5 7 614 15 16 17 18 19 20 4x6 5x6 2x4 6x8 2x4 6x8 6x8 9-11-8 9-11-8 19-11-0 9-11-8 5-4-14 5-4-14 9-11-8 4-6-10 14-6-2 4-6-10 19-11-0 5-4-14 0-9-04-0-130-9-04.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-9], [5:Edge,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.31 0.71 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.03 (loc) 6-13 6-13 5 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1379/0-3-8, 5=1369/0-3-8 Max Horz 1=33(LC 3) Max Uplift1=-197(LC 5), 5=-136(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2648/398, 2-3=-2285/314, 3-4=-2285/313, 4-5=-2647/380 BOT CHORD 1-14=-371/2475, 14-15=-371/2475, 15-16=-371/2475, 7-16=-371/2475, 6-7=-371/2475, 6-17=-318/2475, 17-18=-318/2475, 18-19=-318/2475, 19-20=-318/2475, 5-20=-318/2475 WEBS 3-6=-115/1116, 4-6=-418/125, 2-6=-418/147 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=197, 5=136. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 36 lb up at 1-10-4, 128 lb down and 36 lb up at 3-10-4, 128 lb down and 36 lb up at 5-10-4, 128 lb down and 36 lb up at 7-10-4, 128 lb down and 36 lb up at 9-10-4, 128 lb down and 36 lb up at 11-10-4, and 128 lb down and 36 lb up at 13-10-4, and 128 lb down and 29 lb up at 15-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 8-11=-20 Concentrated Loads (lb) Vert: 7=-128 6=-128 14=-128 15=-128 16=-128 17=-128 18=-128 19=-128 20=-128 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss V01 Truss Type VALLEY Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286397 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Lc2dL5w4mPGE5ycEG3b5Gs3FnoWFfaTDe_3rrMypbLL Scale = 1:71.1 1 2 3 4 5 6 10 9 8 7 3x8 4x8 5x6 5x6 4x8 3x8 2x4 2x4 0-2-23-10-12 3-10-12 12-1-8 8-2-12 -1-7-4 1-7-4 3-10-12 3-10-12 8-2-12 4-4-0 12-1-8 3-10-12 13-8-12 1-7-4 6-0-59-8-159-11-16-0-59-8-1512.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-4-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.32 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 5-6 5-6 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-9: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 3-9 REACTIONS.All bearings 12-1-8. (lb) - Max Horz 10=-290(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 10=-233(LC 7), 7=-233(LC 6), 8=-286(LC 4), 9=-287(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 7 except 8=372(LC 5), 9=373(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-217/329, 2-3=-78/329, 3-4=-3/264, 4-5=-78/329, 5-7=-217/329 WEBS 4-8=-251/168, 3-9=-251/168 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 233 lb uplift at joint 10, 233 lb uplift at joint 7 , 286 lb uplift at joint 8 and 287 lb uplift at joint 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss V02 Truss Type VALLEY Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286398 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Lc2dL5w4mPGE5ycEG3b5Gs3H7oUifaDDe_3rrMypbLL Scale = 1:81.2 1 2 3 45 6 7 8 14 13 12 11 10 9 3x8 3x8 6x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 0-2-25-10-12 5-10-12 6-2-12 0-4-0 12-1-8 5-10-12 -1-7-4 1-7-4 5-10-12 5-10-12 6-2-12 0-4-0 12-1-8 5-10-12 13-8-12 1-7-4 4-8-510-4-1510-7-14-8-510-4-1512.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-4-0,0-1-6], [7:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.49 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.00 (loc) 8 7-8 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 4-12 REACTIONS.All bearings 12-1-8. (lb) - Max Horz 14=-291(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 14=-340(LC 4), 9=-419(LC 5), 13=-371(LC 5), 10=-428(LC 4), 11=-149(LC 5), 12=-178(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 14=283(LC 5), 9=358(LC 4), 13=421(LC 4), 10=479(LC 5), 11=330(LC 4), 12=339(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-166/273, 2-3=-114/257, 3-4=-66/352, 4-5=0/297, 5-6=-73/348, 6-7=-149/251, 7-9=-162/264 WEBS 6-10=-238/256 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 340 lb uplift at joint 14, 419 lb uplift at joint 9 , 371 lb uplift at joint 13, 428 lb uplift at joint 10, 149 lb uplift at joint 11 and 178 lb uplift at joint 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss V03 Truss Type VALLEY Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286399 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Lc2dL5w4mPGE5ycEG3b5Gs3F?oXPfawDe_3rrMypbLL Scale = 1:73.7 1 2 3 4 5 6 7 12 11 10 9 8 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 12-1-8 12-1-8 -1-7-4 1-7-4 6-0-12 6-0-12 12-1-8 6-0-12 13-8-12 1-7-4 3-4-59-5-13-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.31 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.00 (loc) 7 6-7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 60 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 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 12-1-8. (lb) - Max Horz 12=-251(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 12=-271(LC 4), 8=-267(LC 5), 11=-268(LC 5), 9=-265(LC 4) Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=371(LC 1), 11=316(LC 4), 9=313(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-72/311, 4-5=-72/311 WEBS 4-10=-325/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 12, 267 lb uplift at joint 8 , 268 lb uplift at joint 11 and 265 lb uplift at joint 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OFTRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss V04 Truss Type VALLEY Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286400 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-poc?ZQxiXjO5j6BRqn7Kp4cVkCvsO_?NsepPNoypbLK Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 3x4 3x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 12-1-8 12-1-8 -1-7-4 1-7-4 6-0-12 6-0-12 12-1-8 6-0-12 13-8-12 1-7-4 2-0-58-1-12-0-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.17 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 54 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 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-1-8. (lb) - Max Horz 12=-205(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 12=-167(LC 4), 8=-159(LC 5), 11=-177(LC 5), 9=-172(LC 4) Max Grav All reactions 250 lb or less at joint(s) 12, 8, 11, 9 except 10=389(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-304/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 12, 159 lb uplift at joint 8 , 177 lb uplift at joint 11 and 172 lb uplift at joint 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. August 9,2018 Job 26_SHADOW_WOOD Truss V05 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286401 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-poc?ZQxiXjO5j6BRqn7Kp4cWgCw6O1vNsepPNoypbLK Scale = 1:53.8 1 2 3 4 5 10 9 8 7 6 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 12-1-8 12-1-8 6-0-12 6-0-12 12-1-8 6-0-12 0-8-56-9-10-8-512.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.09 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-1-8. (lb) - Max Horz 10=-156(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 6 except 9=-157(LC 6), 7=-156(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 8=275(LC 1), 9=276(LC 10), 7=276(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6 except (jt=lb) 9=157, 7=156. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V06 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286402 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H_9NmmyKI1WyLGmdOUeZLH9dxcDC7V6W5IYyvFypbLJ Scale = 1:43.5 1 2 3 44x8 6x6 4x8 2x4 0-0-4 0-0-4 10-10-2 10-9-14 5-5-1 5-5-1 10-10-2 5-5-1 0-0-45-5-10-0-412.00 12 Plate Offsets (X,Y)-- [1:0-6-13,Edge], [2:0-2-8,Edge], [3:0-4-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.29 0.13 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: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=215/10-9-10, 3=215/10-9-10, 4=386/10-9-10 Max Horz 1=-119(LC 4) Max Uplift1=-15(LC 7), 3=-14(LC 7), 4=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V07 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286403 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H_9NmmyKI1WyLGmdOUeZLH9dYcD17XGW5IYyvFypbLJ Scale = 1:34.6 1 2 3 42x4 3x4 2x4 2x4 8-1-14 8-1-14 8-2-2 0-0-4 4-1-1 4-1-1 8-2-2 4-1-1 0-0-44-1-10-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.30 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=183/8-1-10, 3=183/8-1-10, 4=247/8-1-10 Max Horz 1=-89(LC 4) Max Uplift1=-31(LC 7), 3=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V08 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286404 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H_9NmmyKI1WyLGmdOUeZLH9hyc9h7XAW5IYyvFypbLJ Scale = 1:23.7 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 5-6-2 5-5-14 2-9-1 2-9-1 5-6-2 2-9-1 0-0-42-9-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=200/5-5-10, 3=200/5-5-10 Max Horz 1=58(LC 5) Max Uplift1=-5(LC 6), 3=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V09 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286405 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:9zmON8HOGV7ziOxzH0qEplypcAj-mBjl_6zy3KepyQLpxC9ouVhvG0cDs_QgKyIWRhypbLI Scale: 1"=1' 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 2-10-2 2-9-14 1-5-1 1-5-1 2-10-2 1-5-1 0-0-41-5-10-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=94/2-9-10, 3=94/2-9-10 Max Horz 1=-27(LC 4) Max Uplift1=-3(LC 6), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V10 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286406 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-mBjl_6zy3KepyQLpxC9ouVhoO0X1sy_gKyIWRhypbLI Scale: 1/4"=1' 1 2 3 5 42x4 4x6 2x4 2x4 2x4 7-9-8 7-9-8 5-8-0 5-8-0 7-9-8 2-1-8 0-0-45-8-03-6-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.45 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 7-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=204/7-9-4, 4=54/7-9-4, 5=332/7-9-4 Max Horz 1=165(LC 5) Max Uplift1=-30(LC 7), 4=-80(LC 7), 5=-54(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V11 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286407 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-mBjl_6zy3KepyQLpxC9ouVhnL0a1szBgKyIWRhypbLI Scale = 1:36.6 1 2 3 5 42x4 3x4 2x4 2x4 2x4 6-5-8 6-5-8 4-4-0 4-4-0 6-5-8 2-1-8 0-0-44-4-02-2-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-5-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=156/6-5-4, 4=65/6-5-4, 5=267/6-5-4 Max Horz 1=120(LC 5) Max Uplift1=-34(LC 7), 4=-63(LC 7), 5=-33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V12 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286408 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ENH8BSzbqemgaaw0Vvg2RiE1pPxJbR8pYc13_7ypbLH Scale = 1:26.4 1 2 3 5 42x4 3x4 2x4 2x4 2x4 5-1-8 5-1-8 3-0-0 3-0-0 5-1-8 2-1-8 0-0-43-0-00-10-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.12 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=104/5-1-4, 4=73/5-1-4, 5=204/5-1-4 Max Horz 1=73(LC 5) Max Uplift1=-38(LC 7), 4=-48(LC 7), 5=-8(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V13 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286409 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ENH8BSzbqemgaaw0Vvg2RiE3hPwebRgpYc13_7ypbLH Scale = 1:13.4 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 3-3-15 3-3-11 1-8-0 1-8-0 3-3-15 1-8-0 0-0-41-8-00-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=113/3-3-7, 3=113/3-3-7 Max Horz 1=33(LC 5) Max Uplift1=-3(LC 6), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V14 Truss Type GABLE Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286410 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ENH8BSzbqemgaaw0Vvg2RiE1_PxhbRqpYc13_7ypbLH Scale = 1:27.0 1 2 3 4 7 6 53x4 4x6 3x4 2x4 2x4 2x4 2x4 10-10-8 10-10-8 6-10-0 6-10-0 10-10-8 4-0-8 0-0-43-5-01-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-8. (lb) - Max Horz 1=55(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=282(LC 1), 7=290(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V15 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286411 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iZrWPo_DbyuWCjVC3cBHzwn6YpDnKuBznGncWaypbLG Scale = 1:20.8 1 2 3 42x4 3x4 2x4 4x6 0-0-8 0-0-8 8-10-8 8-10-0 4-10-0 4-10-0 8-10-8 4-0-8 0-0-42-5-00-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.36 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=177/8-11-3, 4=331/8-11-3, 3=164/8-11-3 Max Horz 1=-21(LC 4) Max Uplift1=-25(LC 6), 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 Job 26_SHADOW_WOOD Truss V16 Truss Type Valley Qty 1 Ply 1 26 Shadow Wood Job Reference (optional) I34286412 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Aug 09 11:32:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iZrWPo_DbyuWCjVC3cBHzwnDXpB6KuwznGncWaypbLG Scale = 1:14.1 1 2 3 2x4 2x4 2x4 5-8-1 5-8-1 2-10-0 2-10-0 5-8-1 2-10-0 0-0-41-5-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.47 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 5-8-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=190/5-8-1, 3=190/5-8-1 Max Horz 1=-12(LC 4) Max Uplift1=-9(LC 6), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 9,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.