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HomeMy WebLinkAboutI35286076.25_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). Pages or sheets covered by this seal: I35286076 thru I35286122 My license renewal date for the state of Indiana is July 31, 2020. 25_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: 25 Shadow Wood 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 13,2018 Liu, Xuegang Job 25_SHADOW_WOOD Truss GE01 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286076 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-c58l8EnLuu0paICcUOwKfS1ykaSL6p1BHRn9QNyJgEa Scale = 1:34.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x8 4x6 3x8 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 24=-50(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job 25_SHADOW_WOOD Truss GE02 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286077 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4Hi7Lao_fC8gCSmo25RZBga69_nZrDhKW5WizpyJgEZ Scale = 1:45.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.09 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 20=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-160(LC 4), 12=-137(LC 5), 19=-149(LC 5), 13=-134(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=160, 12=137, 19=149, 13=134. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job 25_SHADOW_WOOD Truss GE03 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286078 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1gqtmGpEApOORlwB9WU1G5fREoTFJ8BdzP?p1hyJgEX Scale = 1:75.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x8 3x6 5x6 3x6 3x6 3x6 45-0-0 45-0-0 -0-11-0 0-11-0 26-5-8 26-5-8 45-0-0 18-6-8 0-10-011-10-54-1-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 28 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 873 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 27-28: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 16-39,15-40,17-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-39, 15-40, 14-41, 13-42, 12-43, 17-38, 18-36, 19-35, 20-34 REACTIONS.All bearings 45-0-0. (lb) - Max Horz 53=141(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 53, 28, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 53, 28, 39, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-24/261, 14-15=-23/292, 15-16=-26/320, 16-17=-27/320, 17-18=-23/292, 18-19=-24/261 NOTES-(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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 53, 28, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 36, 35, 34, 33, 32, 31, 30, 29. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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. November 13,2018 Job 25_SHADOW_WOOD Truss GE04 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286079 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-VsOGzcqsx7WF3vVNjD?GpICafBoA2bRmC3lNZ8yJgEW Scale = 1:72.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 5x6 3x6 4x6 3x6 3x6 40-8-0 40-8-0 20-2-8 20-2-8 40-8-0 20-5-8 41-7-0 0-11-0 3-5-411-10-53-4-05.00 12 Plate Offsets (X,Y)-- [41:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 25 24-25 26 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 849 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 12-37,11-38,13-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-37, 11-38, 10-39, 9-40, 7-42, 13-36, 14-35, 15-34, 17-32 REACTIONS.All bearings 40-8-0. (lb) - Max Horz 48=-99(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 48, 38, 39, 40, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28 except 26=-132(LC 6), 27=-180(LC 7) Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 38, 39, 40, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-9=-24/251, 9-10=-24/282, 10-11=-23/313, 11-12=-27/341, 12-13=-26/341, 13-14=-23/313, 14-15=-24/282, 15-17=-23/251, 24-26=-239/458 WEBS 23-26=-507/370 NOTES-(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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 38, 39, 40, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28 except (jt=lb) 26=132, 27=180. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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. November 13,2018 Job 25_SHADOW_WOOD Truss GE05 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286080 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-z2yeByrUiRe6h34ZHxWVMWlmzb8En1LwRjUw6ayJgEV Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 3x8 2x4 4x6 3x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-0 20-11-0 -0-11-0 0-11-0 10-5-8 10-5-8 20-11-0 10-5-8 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [16:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.10 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21 REACTIONS.All bearings 20-11-0. (lb) - Max Horz 27=-238(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 24, 25, 20, 19, 18 except 27=-125(LC 4), 16=-104(LC 5), 26=-136(LC 5), 17=-123(LC 4) Max Grav All reactions 250 lb or less at joint(s) 27, 16, 22, 24, 25, 26, 20, 19, 18, 17 except 21=291(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-43/275, 8-9=-43/275 WEBS 8-21=-295/0, 3-27=-283/211, 13-16=-250/178 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 24, 25, 20, 19, 18 except (jt=lb) 27=125, 16=104, 26=136, 17=123. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job 25_SHADOW_WOOD Truss GE06 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286081 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-REW0OIs6TkmyIDfmre1kujHyR?VOWW13fNETe0yJgEU Scale = 1:21.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 6-3-8 6-3-8 0-10-03-5-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-3-8. (lb) - Max Horz 9=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. November 13,2018 Job 25_SHADOW_WOOD Truss GE07 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286082 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vR4OcetlE2upwNEyOMYzRxqwfPetFwnDu1z1ATyJgET Scale = 1:70.0 Sheet Front Left Option 7-3-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 89 14 13 12 11 10 34 15 35 36 37 38 6x8 4x6 3x4 3x6 3x6 10x16 2x4 3x4 2x4 4x10 2x4 5x8 3x6 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-1-07-3-0 7-3-0 7-10-8 0-7-8 8-0-4 0-1-12 15-5-14 7-5-10 21-9-8 6-3-10 7-10-8 7-10-8 10-6-2 2-7-10 14-10-0 4-3-14 15-5-14 0-7-14 21-9-8 6-3-10 22-8-8 0-11-0 1-1-159-11-110-7-131-3-00-8-1210.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [4:0-1-12,0-1-8], [8:0-3-8,Edge], [13:0-8-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 1.00 0.86 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.01 (loc) 13-14 13-14 10 l/defl >714 >287 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2, 1-14,8-10,13-15,6-15,2-34: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-4-10 oc bracing: 12-13. WEBS 1 Row at midpt 4-13 JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size) 14=336/Mechanical, 12=857/0-3-8, 10=618/0-3-8 Max Horz 14=-262(LC 14) Max Uplift 14=-1(LC 6), 12=-74(LC 16), 10=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/47, 4-6=-404/183, 6-7=-457/161, 7-8=-564/50, 8-10=-565/81 BOT CHORD 13-14=-252/336, 12-13=-790/113, 13-34=-402/269, 3-34=-402/269 WEBS 4-15=-133/352, 11-15=-136/360 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 40 lb up at 1-1-4 on top chord, and 12 lb down and 16 lb up at 1-1-4, 9 lb down and 1 lb up at 3-2-14, and 9 lb down and 1 lb up at 5-2-14, and 9 lb down and 1 lb up at 7-2-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 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. November 13,2018 Job 25_SHADOW_WOOD Truss GE07 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286082 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:48 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vR4OcetlE2upwNEyOMYzRxqwfPetFwnDu1z1ATyJgET LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 13-14=-20, 10-12=-20 Concentrated Loads (lb) Vert: 35=-7(F) 36=-7(F) 37=-7(F) 38=-7(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 25_SHADOW_WOOD Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 25 Shadow Wood Job Reference (optional) I35286083 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Nddmp_tN?M0gYXp8y33Cz8NJYpAY_QyM7hjaivyJgES Scale = 1:13.3 1 2 5 3 4 3x8 0-2-12 0-2-12 3-0-0 2-9-4 -0-11-0 0-11-0 3-0-0 3-0-0 0-10-02-1-01-8-92-1-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=192/0-3-8, 3=67/Mechanical, 4=27/Mechanical Max Horz 5=65(LC 6) Max Uplift 5=-33(LC 6), 3=-29(LC 6) Max Grav 5=192(LC 1), 3=67(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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. November 13,2018 Job 25_SHADOW_WOOD Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286084 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-rpB91Ju?mf8X9gOLWnbRWMvQ5CVcjtBVLKS7FLyJgER Scale = 1:13.2 1 2 5 3 4 2x4 3x4 0-4-10 0-4-10 2-1-11 1-9-1 -2-0-10 2-0-10 2-1-11 2-1-11 1-3-02-0-91-8-42-0-94.47 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=9/Mechanical, 5=295/0-7-13, 4=-14/Mechanical Max Horz 5=42(LC 5) Max Uplift 3=-33(LC 9), 5=-98(LC 6), 4=-14(LC 1) Max Grav 3=11(LC 2), 5=295(LC 1), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down and 28 lb up at 2-0-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-6(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job 25_SHADOW_WOOD Truss T01 Truss Type COMMON Qty 4 Ply 1 25 Shadow Wood Job Reference (optional) I35286085 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-rpB91Ju?mf8X9gOLWnbRWMvQGCOBjq8VLKS7FLyJgER Scale = 1:34.9 1 2 3 4 5 6 7 8 9 11 10 6x10 4x6 3x6 4x6 2x4 3x8 2x4 6x10 4x6 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 5-9-7 5-9-7 9-11-8 4-2-1 14-1-9 4-2-1 19-11-0 5-9-7 20-10-0 0-11-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-6-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.35 0.62 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.04 (loc) 10-18 10-18 8 l/defl >999 >793 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=852/0-3-8, 8=852/0-3-8 Max Horz 2=-49(LC 7) Max Uplift 2=-69(LC 6), 8=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1257/208, 4-5=-1007/160, 5-6=-1007/160, 6-8=-1257/208 BOT CHORD 2-10=-110/1104, 8-10=-110/1104 WEBS 5-10=-16/507, 6-10=-298/123, 4-10=-298/123 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T02 Truss Type COMMON Qty 2 Ply 1 25 Shadow Wood Job Reference (optional) I35286086 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-J0lXEfvdXzGOnqzX4U6g3ZSS5coASJpfa_ChnnyJgEQ Scale = 1:42.9 1 2 3 4 5 8 7 6 3x4 3x4 3x8 4x6 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift 8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/88, 3-4=-537/88, 2-8=-545/113, 4-6=-545/113 BOT CHORD 7-8=-211/262 WEBS 3-7=0/272 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T03 Truss Type COMMON Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286087 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oCJvR?wFIHOFP_XjdBdvbn?dv08PBm1opexEJEyJgEP Scale = 1:42.9 1 2 3 4 7 6 5 3x4 3x4 3x8 4x6 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-10], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 7=543/0-3-8, 5=611/0-3-8 Max Horz 7=-181(LC 4) Max Uplift 7=-16(LC 6), 5=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-536/85, 2-3=-541/88, 1-7=-479/77, 3-5=-547/112 BOT CHORD 6-7=-187/253 WEBS 2-6=0/270 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T04 Truss Type ROOF SPECIAL Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286088 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oCJvR?wFIHOFP_XjdBdvbn?da05RBg_opexEJEyJgEP Scale: 3/16"=1' 1 2 3 4 5 10 9 8 7 6 5x8 4x6 5x6 3x6 8x10 2x4 3x6 3x4 4x10 2x4 7-10-8 7-10-8 8-0-4 0-1-12 15-5-14 7-5-10 21-9-8 6-3-10 7-10-8 7-10-8 10-6-2 2-7-10 15-5-14 4-11-12 21-9-8 6-3-10 1-1-159-11-110-7-131-3-00-8-1210.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.50 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 9-10 9-10 6 l/defl >960 >387 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 5-6,1-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 10=349/Mechanical, 8=804/0-3-8, 6=567/0-3-8 Max Horz 10=-248(LC 4) Max Uplift 10=-1(LC 7), 8=-74(LC 6), 6=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/91, 3-4=-580/247, 4-5=-586/64, 5-6=-511/56, 1-10=-270/51 BOT CHORD 9-10=-245/335, 8-9=-735/123, 2-9=-396/265 WEBS 3-9=-279/45, 3-7=-213/521, 4-7=-370/250 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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. November 13,2018 Job 25_SHADOW_WOOD Truss T04A Truss Type ROOF SPECIAL Qty 2 Ply 1 25 Shadow Wood Job Reference (optional) I35286089 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GOtHfLwt3aW6086wBv888_XpIQSmw7Cy2IhorgyJgEO Scale: 3/16"=1' 1 2 3 4 5 10 9 8 7 6 11 6x6 4x6 5x6 3x6 8x10 2x4 3x6 3x4 4x10 2x4 7-4-8 7-4-8 7-6-4 0-1-12 14-11-14 7-5-10 21-3-8 6-3-10 7-4-8 7-4-8 10-0-2 2-7-10 14-11-14 4-11-12 21-3-8 6-3-10 2-3-111-6-1510-7-130-8-121-3-00-8-1210.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.88 0.43 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.06 (loc) 9-10 9-10 6 l/defl >999 >473 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-11,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 8=802/0-3-8, 6=560/0-3-8, 11=318/0-3-8 Max Horz 11=-266(LC 4) Max Uplift 8=-82(LC 6), 6=-14(LC 7), 11=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-569/243, 4-5=-576/60, 10-11=-318/5, 5-6=-504/53 BOT CHORD 9-10=-369/446, 8-9=-733/130, 2-9=-371/247 WEBS 3-9=-296/62, 3-7=-215/524, 4-7=-369/250, 1-9=-256/278 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job 25_SHADOW_WOOD Truss T05 Truss Type COMMON Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286090 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-kbRfshxVquezeIh6lcfNgC4zCqjLfWh5GyQLO6yJgEN Scale = 1:59.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x6 5x8 5x8 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-3-2 5-3-2 10-5-8 5-2-6 15-7-14 5-2-6 20-11-0 5-3-2 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.73 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.02 (loc) 9-11 9-11 8 l/defl >999 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 11=889/0-3-8, 8=889/0-3-8 Max Horz 11=-238(LC 4) Max Uplift 11=-59(LC 6), 8=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/103, 3-4=-718/151, 4-5=-718/151, 5-6=-361/103, 2-11=-380/126, 6-8=-380/126 BOT CHORD 9-11=-66/599, 8-9=0/599 WEBS 4-9=-82/522, 3-11=-574/45, 5-8=-574/45 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T06 Truss Type COMMON Qty 4 Ply 1 25 Shadow Wood Job Reference (optional) I35286091 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-kbRfshxVquezeIh6lcfNgC4z0qjafVA5GyQLO6yJgEN Scale = 1:59.9 1 2 3 4 5 6 10 9 8 7 3x4 4x6 3x6 3x8 3x4 3x4 4x8 5x8 3x6 10-2-8 10-2-8 20-8-0 10-5-8 5-0-0 5-0-0 10-2-8 5-2-8 15-5-4 5-2-12 20-8-0 5-2-12 21-7-0 0-11-0 1-5-89-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.71 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.02 (loc) 7-8 7-8 7 l/defl >999 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 10=813/Mechanical, 7=880/0-3-8 Max Horz 10=-251(LC 4) Max Uplift 10=-25(LC 6), 7=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/76, 2-3=-706/150, 3-4=-706/150, 4-5=-363/100, 1-10=-254/70, 5-7=-377/124 BOT CHORD 8-10=-70/576, 7-8=0/592 WEBS 3-8=-80/507, 2-10=-632/56, 4-7=-564/46 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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. November 13,2018 Job 25_SHADOW_WOOD Truss T06A Truss Type COMMON Qty 5 Ply 1 25 Shadow Wood Job Reference (optional) I35286092 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Cn?241y8bCnqGSGIJKAcDPd8gD3bOyFFVcAuwZyJgEM Scale = 1:59.9 1 2 3 4 5 9 8 7 610 11 12 13 3x6 4x6 3x6 3x6 3x8 3x4 3x4 4x8 5x8 10-2-8 10-2-8 20-8-0 10-5-8 5-0-0 5-0-0 10-2-8 5-2-8 15-5-4 5-2-12 20-8-0 5-2-12 1-5-89-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.95 0.73 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.03 (loc) 6-7 6-7 6 l/defl >999 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 9=920/Mechanical, 6=919/0-3-8 Max Horz 9=-238(LC 4) Max Uplift 9=-25(LC 6), 6=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/77, 2-3=-800/150, 3-4=-801/150, 4-5=-453/73, 1-9=-310/70, 5-6=-371/70 BOT CHORD 7-9=-80/646, 6-7=0/669 WEBS 3-7=-81/579, 2-9=-641/56, 4-6=-563/63 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T10 Truss Type COMMON Qty 6 Ply 1 25 Shadow Wood Job Reference (optional) I35286093 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-gzYQHNzmMVvhucrVs1hrmd9JndPg7P?OkGvSS?yJgEL Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 8x16 3x8 MT18HS 3x6 5x6 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x6 4x6 3x4 6x6 3x6 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:Edge,0-6-8], [21:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.74 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.56 0.16 (loc) 17-19 17-19 12 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 2-21: 2x6 SPF No.2 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 6-16, 8-16, 8-14 REACTIONS.(lb/size) 21=1880/0-3-8, 12=1809/0-3-8 Max Horz 21=141(LC 6) Max Uplift 21=-139(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3403/445, 3-5=-3118/459, 5-6=-2579/441, 6-7=-1971/414, 7-8=-1966/415, 8-9=-2112/385, 9-11=-1823/293, 2-21=-1796/310, 11-12=-1746/263 BOT CHORD 20-21=-175/710, 19-20=-364/3061, 17-19=-285/2812, 16-17=-176/2311, 14-16=-118/1880, 13-14=-127/1622 WEBS 3-19=-322/89, 5-19=0/365, 5-17=-696/149, 6-17=-22/610, 6-16=-968/201, 7-16=-172/1082, 8-16=-361/125, 9-14=0/365, 9-13=-770/175, 2-20=-235/2362, 11-13=-189/1818 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=139. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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. November 13,2018 Job 25_SHADOW_WOOD Truss T11 Truss Type COMMON Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286094 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-8A6oVj_O7p1YVlQhQlD4IqiWV1mIsqFXywf??RyJgEK Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 21 22 23 24 25 3x6 5x6 3x6 8x8 3x6 4x6 3x6 4x6 4x10 2x4 3x8 3x6 3x6 3x6 3x8 3x4 3x8 6-2-10 6-2-10 12-1-12 5-11-2 17-8-13 5-7-1 26-5-8 8-8-11 35-10-12 9-5-4 45-7-8 9-8-12 -0-11-0 0-11-0 9-0-3 9-0-3 17-8-13 8-8-11 26-5-8 8-8-11 32-9-0 6-3-8 39-0-8 6-3-8 45-7-8 6-7-0 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [19:0-1-12,0-0-0], [19:Edge,0-5-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.80 0.65 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.44 0.06 (loc) 12-14 11-12 11 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,3-17,5-15,8-12,2-18,10-11: 2x4 SPF-S Stud 2-19: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-17, 7-14, 8-11 REACTIONS.(lb/size) 19=379/0-3-8, 17=2388/0-3-8, 11=1572/0-3-8 Max Horz 19=140(LC 6) Max Uplift 19=-57(LC 6), 17=-109(LC 6), 11=-73(LC 7) Max Grav 19=412(LC 10), 17=2388(LC 1), 11=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/73, 3-5=0/501, 5-6=-1318/285, 6-7=-1280/294, 7-8=-1661/282, 2-19=-361/122 BOT CHORD 18-19=-285/555, 15-17=-16/876, 14-15=-16/876, 12-14=-30/1402, 11-12=-75/1329 WEBS 3-18=0/330, 3-17=-619/199, 5-17=-2159/186, 5-15=0/377, 5-14=0/384, 6-14=-58/515, 7-14=-562/150, 8-12=0/326, 2-18=-436/259, 8-11=-1798/167 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11 except (jt=lb) 17=109. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T12 Truss Type COMMON Qty 2 Ply 1 25 Shadow Wood Job Reference (optional) I35286095 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-8A6oVj_O7p1YVlQhQlD4IqiUy1iQsqMXywf??RyJgEK Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324 3x6 5x6 3x6 10x10 3x8 MT18HS 3x6 5x8 3x6 3x6 4x6 3x6 4x8 3x6 3x6 3x6 4x8 3x4 6x6 3x8 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-9-5 6-3-13 39-1-3 6-3-13 45-7-8 6-6-5 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [11:0-2-0,0-1-8], [12:Edge,0-2-8], [13:0-2-8,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-4-8,Edge], [21:0-2-9,0-1-1] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.90 0.90 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.65 0.19 (loc) 16-17 17-19 12 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 6-16, 8-16, 8-14 REACTIONS.(lb/size) 21=2096/0-3-8, 12=2098/0-3-8 Max Horz 21=141(LC 6) Max Uplift 21=-139(LC 6), 12=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3854/445, 3-5=-3626/459, 5-6=-3042/442, 6-7=-2326/415, 7-8=-2321/415, 8-9=-2509/386, 9-11=-2156/295, 2-21=-2007/310, 11-12=-2040/263 BOT CHORD 20-21=-175/772, 19-20=-364/3475, 17-19=-285/3282, 16-17=-176/2738, 14-16=-118/2246, 13-14=-129/1930 WEBS 3-19=-259/89, 5-19=0/365, 5-17=-755/149, 6-17=-22/777, 6-16=-1133/201, 7-16=-173/1353, 8-16=-425/125, 9-14=0/446, 9-13=-858/176, 2-20=-235/2716, 11-13=-192/2178 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=139. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T13 Truss Type COMMON Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286096 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-cMgAi2_0t79P7v?t_SkJr2FimR4ubIMhBaOZXtyJgEJ Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 22 23 24 25 26 3x6 5x6 3x6 3x16 MT18HS3x6 4x8 3x6 3x6 3x6 4x8 3x6 3x6 3x8 8x8 4x8 3x4 3x16 MT18HS 9-3-10 9-3-10 19-11-0 10-7-6 26-5-8 6-6-8 36-3-14 9-10-6 45-7-8 9-3-10 -0-11-0 0-11-0 6-10-0 6-10-0 13-4-8 6-6-8 19-11-0 6-6-8 26-5-8 6-6-8 32-9-0 6-3-8 39-0-8 6-3-8 45-7-8 6-7-0 0-10-011-10-53-10-75.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-2-12,0-1-2], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.77 0.75 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.54 -1.10 0.19 (loc) 16-18 16-18 12 l/defl >999 >495 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,5-18,9-13,11-12: 2x4 SPF-S Stud, 2-19: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 8-15, 8-13, 3-19 2 Rows at 1/3 pts 9-12 REACTIONS.(lb/size) 19=2144/0-3-8, 12=2197/0-3-8 Max Horz 19=141(LC 6) Max Uplift 19=-139(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-761/166, 3-5=-3917/466, 5-6=-3131/437, 6-7=-2393/412, 7-8=-2389/413, 8-9=-2494/371, 2-19=-552/179 BOT CHORD 18-19=-382/3590, 16-18=-300/3311, 15-16=-172/2821, 13-15=-127/2286, 12-13=-138/1975 WEBS 5-18=0/459, 5-16=-685/176, 6-16=-18/814, 6-15=-1173/201, 7-15=-178/1422, 8-15=-391/146, 9-13=0/639, 3-19=-3335/309, 9-12=-2710/252 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 19=139. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. November 13,2018 Job 25_SHADOW_WOOD Truss T15 Truss Type ROOF SPECIAL Qty 5 Ply 1 25 Shadow Wood Job Reference (optional) I35286097 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:08:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-4YEYvO?eeQHFl3a3YAFYNFnrCrNnKkNqQE863KyJgEI Scale = 1:100.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 3x6 5x6 3x6 6x16 10x10 3x8 MT18HS 3x6 3x4 3x6 5x8 3x6 3x6 3x6 3x6 4x8 3x6 3x6 3x6 5x12 8x10 3x8 MT18HS3x6 4x6 4x6 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 45-0-8 11-6-7 50-11-0 5-10-8 55-8-4 4-9-4 55-11-0 0-2-12 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 39-3-4 5-9-4 45-0-8 5-9-4 50-11-0 5-10-8 55-11-0 5-0-0 56-10-0 0-11-0 0-10-011-10-50-8-00-8-125.00 12 3.00 12 Plate Offsets (X,Y)-- [14:0-0-1,0-2-6], [17:Edge,0-2-8], [20:0-2-8,0-1-8], [23:0-2-8,0-1-8], [25:0-2-8,0-1-8], [26:0-2-8,0-2-8], [27:0-2-9,0-1-1], [27:0-4-8,0-3-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.85 0.90 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -1.29 0.20 (loc) 18-20 18-20 17 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-27,19-22: 2x4 SPF 2100F 1.8E, 12-17: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,7-21,8-21,11-16: 2x4 SPF No.2, 2-27: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 2-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-23, 6-21, 8-21, 9-20, 9-18, 11-16 REACTIONS.(lb/size) 27=2065/0-3-8, 17=2529/0-3-8 (req. 0-3-15), 14=-15/0-3-8 Max Horz 27=139(LC 6) Max Uplift 27=-141(LC 6), 17=-134(LC 7), 14=-82(LC 10) Max Grav 27=2065(LC 1), 17=2529(LC 1), 14=52(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3787/493, 3-5=-3550/513, 5-6=-3027/497, 6-7=-2424/473, 7-8=-2430/470, 8-9=-2892/466, 9-11=-2700/411, 11-12=-77/801, 12-14=-117/783, 2-27=-1971/332 BOT CHORD 26-27=-177/808, 25-26=-397/3414, 23-25=-324/3211, 21-23=-216/2723, 20-21=-192/2611, 18-20=-277/2723, 16-17=-2490/343, 12-16=-456/143, 14-16=-700/153 WEBS 3-25=-287/86, 5-25=0/350, 5-23=-684/148, 6-23=-18/609, 6-21=-962/195, 7-21=-205/1404, 8-21=-772/147, 8-20=0/452, 9-18=-420/79, 16-18=-219/2446, 11-16=-3569/416, 2-26=-266/2617 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 27=141, 17=134. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 25 Shadow Wood Job Reference (optional) I35286098 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Zlox7k0GPkP6MD9G5tmnwTK10EmF3CY_futfbmyJgEH Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 5x6 8x16 3x8 MT18HS 3x6 5x6 3x6 3x6 3x6 3x6 4x8 3x6 3x6 3x6 3x8 8x8 3x4 8x8 3x6 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-7-13 6-2-5 38-10-3 6-2-5 45-0-8 6-2-5 46-11-0 1-10-8 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 32-7-13 6-2-5 38-10-3 6-2-5 45-0-8 6-2-5 46-11-0 1-10-8 0-10-011-10-53-7-125.00 12 3.00 12 Plate Offsets (X,Y)-- [12:0-2-12,Edge], [14:0-2-8,Edge], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [19:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:0-2-8,0-2-8], [23:Edge,0-6-8], [23:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.78 0.76 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.60 0.19 (loc) 19-21 19-21 13 l/defl >999 >926 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,8-18: 2x4 SPF No.2, 2-23: 2x6 SPF No.2 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-19, 6-18, 8-18, 8-16 REACTIONS.(lb/size) 23=1931/0-3-8, 13=1861/0-3-8 Max Horz 23=140(LC 6) Max Uplift 23=-140(LC 6), 13=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3511/459, 3-5=-3238/475, 5-6=-2704/457, 6-7=-2098/431, 7-8=-2091/432, 8-9=-2311/412, 9-11=-2183/344, 11-12=-828/146, 2-23=-1847/317, 12-13=-1841/230 BOT CHORD 22-23=-174/724, 21-22=-375/3160, 19-21=-297/2923, 18-19=-188/2426, 16-18=-138/2066, 15-16=-167/1957, 14-15=-60/841 WEBS 3-21=-313/87, 5-21=0/361, 5-19=-692/148, 6-19=-21/608, 6-18=-965/201, 7-18=-187/1182, 8-18=-465/130, 9-15=-555/143, 11-15=-125/1310, 11-14=-1553/252, 2-22=-246/2448, 12-14=-212/1799 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=140. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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. November 13,2018 Job 25_SHADOW_WOOD Truss T17 Truss Type COMMON Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286099 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1xMJK41uA2Xz_NjSfaH0SgsBPe5Vofu7tYdD8CyJgEG Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 8x16 3x8 MT18HS 3x6 5x6 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x6 4x8 3x4 6x6 3x8 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 35-2-1 8-8-9 40-9-12 5-7-12 46-8-0 5-10-4 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 35-2-1 8-8-9 40-9-12 5-7-12 46-8-0 5-10-4 0-10-011-10-53-5-45.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [14:0-2-8,0-1-8], [17:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:Edge,0-6-8], [21:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.81 0.82 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.63 0.18 (loc) 17-19 14-16 12 l/defl >999 >888 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-16: 2x4 SPF No.2, 2-21: 2x6 SPF No.2 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 6-16, 8-16 REACTIONS.(lb/size) 21=1921/0-3-8, 12=1851/Mechanical Max Horz 21=138(LC 6) Max Uplift 21=-140(LC 6), 12=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/457, 3-5=-3216/472, 5-6=-2677/455, 6-7=-2079/426, 7-8=-2110/418, 8-10=-2276/389, 10-11=-1895/295, 2-21=-1837/316, 11-12=-1790/266 BOT CHORD 20-21=-173/722, 19-20=-371/3140, 17-19=-293/2903, 16-17=-183/2400, 14-16=-155/2053, 13-14=-144/1690 WEBS 3-19=-313/87, 5-19=0/366, 5-17=-697/149, 6-17=-28/592, 6-16=-953/198, 7-16=-144/1084, 8-16=-403/137, 10-14=-15/510, 10-13=-822/162, 2-20=-244/2429, 11-13=-199/1883 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=140. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss T19 Truss Type COMMON Qty 6 Ply 1 25 Shadow Wood Job Reference (optional) I35286100 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-V7whYQ1XxLfqcXIeDIoF?uPP12T0XCbG6CMmgfyJgEF Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x8 5x8 3x8 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x4 5x8 4x8 3x4 3x6 11-3-10 11-3-10 20-2-8 8-10-15 29-1-7 8-10-15 40-8-0 11-6-9 2-7-4 2-7-4 11-3-10 8-8-6 20-2-8 8-10-15 29-1-7 8-10-15 37-9-13 8-8-6 40-8-0 2-10-3 41-7-0 0-11-0 3-5-411-10-53-4-05.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.62 0.68 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.82 0.09 (loc) 11-12 11-12 11 l/defl >999 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,5-14,6-14,1-17,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-14, 2-17, 8-11 REACTIONS.(lb/size) 17=1614/Mechanical, 11=1680/0-3-8 Max Horz 17=-99(LC 7) Max Uplift 17=-77(LC 6), 11=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1979/327, 4-5=-1672/366, 5-6=-1672/366, 6-8=-2003/333 BOT CHORD 16-17=-110/925, 14-16=-88/1742, 12-14=-93/1764, 11-12=-95/996 WEBS 2-16=-16/908, 4-14=-500/134, 5-14=-83/734, 6-14=-525/137, 8-12=0/853, 2-17=-1747/327, 8-11=-1759/309 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 11=110. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 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. November 13,2018 Job 25_SHADOW_WOOD Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 25 Shadow Wood Job Reference (optional) I35286101 8.220 s May 24 2018 MiTek Industries, Inc. Tue Nov 13 08:52:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-7fx8A9iqkY3DWPt_Iw_8dKGLlnOgHy6hnrXDBnyJeiz Scale = 1:32.4 1 2 3 4 5 6 7 11 10 9 822 23 24 25 26 27 28 8x10 4x6 4x6 8x10 4x6 5x10 MT18HS 8x8 3x6 2x4 3x6 2x4 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-3-3], [7:0-1-1,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.82 0.67 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.31 0.05 (loc) 9-11 9-11 7 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-8-10, Right 2x6 SPF No.2 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4801/0-7-8, 7=4468/0-3-8 Max Horz 1=-39(LC 14) Max Uplift 1=-208(LC 5), 7=-204(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3915/159, 2-3=-7672/349, 3-4=-6074/294, 4-5=-6081/293, 5-6=-7761/369, 6-7=-4730/197 BOT CHORD 1-22=-311/6962, 22-23=-311/6962, 11-23=-311/6962, 11-24=-311/6962, 10-24=-311/6962, 9-10=-311/6962, 9-25=-292/7074, 25-26=-292/7074, 8-26=-292/7074, 8-27=-292/7074, 27-28=-292/7074, 7-28=-292/7074 WEBS 4-9=-146/4236, 5-9=-1720/154, 5-8=-24/1413, 3-9=-1603/133, 3-11=-18/1425 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. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 1 and 204 lb uplift at joint 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down and 37 lb up at 2-0-4, 900 lb down and 37 lb up at 4-0-4, 900 lb down and 37 lb up at 6-0-4, 900 lb down and 37 lb up at 8-0-4, 900 lb down and 37 lb up at 10-0-4, 793 lb down and 37 lb up at 12-0-4, 793 lb down and 37 lb up at 14-0-4, and 793 lb down and 37 lb up at 16-0-4, and 793 lb down and 37 lb up at 18-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 13,2018 Job 25_SHADOW_WOOD Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 25 Shadow Wood Job Reference (optional) I35286101 8.220 s May 24 2018 MiTek Industries, Inc. Tue Nov 13 08:52:48 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-7fx8A9iqkY3DWPt_Iw_8dKGLlnOgHy6hnrXDBnyJeiz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 12-18=-20 Concentrated Loads (lb) Vert: 10=-900(B) 9=-900(B) 22=-900(B) 23=-900(B) 24=-900(B) 25=-793(B) 26=-793(B) 27=-793(B) 28=-793(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 25_SHADOW_WOOD Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 25 Shadow Wood Job Reference (optional) I35286102 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RW1Rz63nTzvYrqS1Kjrj4JUkRs9u??aZZWrtkXyJgED Scale: 3/16"=1' 1 2 3 4 9 8 7 6 510 11 12 13 14 4x6 6x16 2x4 8x8 6x10 10x10 5x8 2x4 1-11-9 1-11-9 2-2-0 0-2-7 4-6-2 2-4-2 10-0-1 5-5-15 15-9-8 5-9-7 4-6-2 4-6-2 10-0-1 5-5-15 15-9-8 5-9-7 6-10-1110-7-131-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [4:1-1-15,0-3-0], [5:0-0-0,0-2-12], [6:0-2-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.69 0.59 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.01 (loc) 6-7 6-7 5 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-7,1-9: 2x4 SPF-S Stud, 4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 1-8 REACTIONS.(lb/size) 5=5422/0-3-8, 8=5376/0-5-8 Max Horz 8=-317(LC 3) Max Uplift 5=-272(LC 6), 8=-326(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1667/199, 2-3=-1721/199, 3-4=-5094/294, 1-9=-817/81, 4-5=-3844/218 BOT CHORD 7-8=-1104/327, 6-7=-184/3834, 5-6=-81/1181 WEBS 2-7=-186/1845, 3-7=-3728/344, 3-6=-209/4512, 1-8=-4020/243, 4-6=-150/2697, 1-7=-285/4241 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=272, 8=326. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1594 lb down and 89 lb up at 3-11-4, 1594 lb down and 89 lb up at 5-11-4, 1594 lb down and 89 lb up at 7-11-4, 1594 lb down and 89 lb up at 9-11-4, and 1594 lb down and 89 lb up at 11-11-4, and 1594 lb down and 89 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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. November 13,2018 Job 25_SHADOW_WOOD Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 25 Shadow Wood Job Reference (optional) I35286102 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:04 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RW1Rz63nTzvYrqS1Kjrj4JUkRs9u??aZZWrtkXyJgED LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-9=-20 Concentrated Loads (lb) Vert: 6=-1594(B) 10=-1594(B) 11=-1594(B) 12=-1594(B) 13=-1594(B) 14=-1594(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 25_SHADOW_WOOD Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286103 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vibqAS4PEG1PT_1DuQMydW1sXFWskRvjoAbQHzyJgEC Scale = 1:100.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 35 3x6 5x6 3x6 6x16 10x10 3x8 MT18HS 3x6 3x4 3x6 5x8 3x6 3x6 3x6 3x6 4x8 3x6 3x6 3x6 3x6 5x8 10x10 3x6 3x6 4x8 3x6 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 39-3-4 5-9-4 45-0-8 5-9-4 50-9-4 5-8-12 50-11-0 0-1-12 55-8-4 4-9-4 55-11-0 0-2-12 -0-11-0 0-11-0 6-9-4 6-9-4 13-4-0 6-6-12 19-10-12 6-6-12 26-5-8 6-6-12 33-6-1 7-0-9 39-3-4 5-9-4 45-0-8 5-9-4 50-11-0 5-10-8 55-11-0 5-0-0 56-10-0 0-11-0 0-10-011-10-50-8-00-8-125.00 12 3.00 12 Plate Offsets (X,Y)-- [14:0-4-6,Edge], [17:Edge,0-2-8], [18:0-2-8,0-2-8], [19:0-2-8,0-1-8], [21:0-2-8,0-1-8], [24:0-2-8,0-1-8], [26:0-2-8,0-1-8], [27:0-2-8,0-2-8], [28:0-2-9,0-1-1], [28:0-4-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.86 0.54 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.69 0.19 (loc) 24 22-24 17 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-17: 2x3 SPF No.2, 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22,7-22,8-22: 2x4 SPF No.2, 11-16: 2x4 SPF-S Stud 2-28: 2x6 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,14-16 2-8-10 oc bracing: 16-17. WEBS 1 Row at midpt 5-24, 6-22, 8-22, 9-21 2 Rows at 1/3 pts 11-16 REACTIONS.(lb/size) 28=2082/0-3-8, 17=2554/0-3-8, 14=588/0-3-8 Max Horz 28=139(LC 5) Max Uplift 28=-141(LC 5), 17=-134(LC 6), 14=-64(LC 4) Max Grav 28=2082(LC 1), 17=2554(LC 1), 14=634(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3829/207, 3-5=-3588/216, 5-6=-3067/212, 6-7=-2468/204, 7-8=-2474/211, 8-9=-2946/198, 9-11=-3159/187, 12-14=-608/126, 2-28=-1997/176 BOT CHORD 27-28=-186/742, 26-27=-245/3452, 24-26=-168/3246, 22-24=-81/2762, 21-22=0/2662, 19-21=-32/2863, 18-19=-64/2596, 16-17=-2490/162, 12-16=-468/120 WEBS 3-26=-292/87, 5-26=0/351, 5-24=-680/118, 6-24=-3/594, 6-22=-961/166, 7-22=-60/1455, 8-22=-786/154, 8-21=0/422, 9-21=-368/93, 11-19=-21/320, 11-18=-304/88, 16-18=-74/2623, 11-16=-3062/164, 2-27=-59/2723 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 28=141, 17=134. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 329 lb down and 13 lb up at 52-10-4, and 316 lb down and 13 lb up at 54-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.).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. November 13,2018 Job 25_SHADOW_WOOD Truss TG03 Truss Type ROOF SPECIAL Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286103 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:05 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vibqAS4PEG1PT_1DuQMydW1sXFWskRvjoAbQHzyJgEC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-11=-60, 11-15=-60, 17-28=-20, 16-29=-20 Concentrated Loads (lb) Vert: 33=-316(B) 35=-329(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 25_SHADOW_WOOD Truss V01 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286104 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vibqAS4PEG1PT_1DuQMydW1zwFbQkgvjoAbQHzyJgEC Scale = 1:18.9 1 2 3 2x4 2x4 2x4 3-9-12 3-9-12 0-0-43-2-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.39 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=137/3-9-7, 3=137/3-9-7 Max Horz 1=86(LC 5) Max Uplift 3=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V02 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286105 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Nu9CNo51?a9G48cQS8tB9ka9mfyHT4xs1qK_pQyJgEB Scale = 1:39.3 1 2 3 4 5 8 7 69103x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 15-2-5 15-2-0 7-7-2 7-7-2 15-2-5 7-7-2 0-0-46-3-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-11. (lb) - Max Horz 1=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-127(LC 6), 6=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=399(LC 1), 8=376(LC 10), 6=376(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=127, 6=127. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V03 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286106 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-r5jab75fmuH7iIBc0rOQix6Kx3JICYl0GU4XLsyJgEA Scale = 1:34.4 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 13-2-5 0-0-5 6-7-2 6-7-2 13-2-5 6-7-2 0-0-45-5-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-11. (lb) - Max Horz 1=121(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-115(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=303(LC 10), 6=303(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=115, 6=115. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V04 Truss Type VALLEY Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286107 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-r5jab75fmuH7iIBc0rOQix6JR3G?CYp0GU4XLsyJgEA Scale = 1:29.2 1 2 3 43x8 4x6 3x8 2x4 0-0-5 0-0-5 11-2-5 11-2-0 5-7-2 5-7-2 11-2-5 5-7-3 0-0-44-7-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-4], [3:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=211/11-1-11, 3=211/11-1-11, 4=408/11-1-11 Max Horz 1=-101(LC 4) Max Uplift 1=-15(LC 6), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V05 Truss Type VALLEY Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286108 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KHHyoT6HXBP_KSmoZZvfF9fWTTcOx?e9U8p4tIyJgE9 Scale = 1:25.3 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 9-2-5 9-2-0 4-7-2 4-7-2 9-2-5 4-7-3 0-0-43-9-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.30 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=177/9-1-11, 3=177/9-1-11, 4=325/9-1-11 Max Horz 1=82(LC 5) Max Uplift 1=-16(LC 7), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V06 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286109 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KHHyoT6HXBP_KSmoZZvfF9fVXTdKx069U8p4tIyJgE9 Scale = 1:20.4 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-2-5 7-2-0 3-7-2 3-7-2 7-2-5 3-7-2 0-0-42-11-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.24 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=150/7-1-11, 3=150/7-1-11, 4=229/7-1-11 Max Horz 1=-64(LC 4) Max Uplift 1=-22(LC 7), 3=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V07 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286110 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oTrK0p7wIVXrxbL_7GQunMCjCtv2gTuIjoZeQlyJgE8 Scale = 1:15.4 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-2-5 5-2-0 2-7-2 2-7-2 5-2-5 2-7-2 0-0-42-1-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.46 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=185/5-1-11, 3=185/5-1-11 Max Horz 1=-45(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V08 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286111 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:4dtEQU1jhHpi1An9pIlH7mz2R?i-GgPjD98Y3pfiZlvBhzy7KakwtGJDPw8SySIByByJgE7 Scale = 1:9.7 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-4-2 3-3-13 1-8-1 1-8-1 3-4-2 1-8-1 0-0-41-4-110-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=101/3-3-8, 3=101/3-3-8 Max Horz 1=25(LC 5) Max Uplift 1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V09 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286112 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GgPjD98Y3pfiZlvBhzy7KakvXGLoPwsSySIByByJgE7 Scale = 1:12.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-10 4-10-10 0-0-42-0-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-10-10. (lb) - Max Horz 1=59(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V10 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286113 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ksy5RV8Aq6oZBvUNFhTMsnH0sggB8MYbA62lUdyJgE6 Scale = 1:36.0 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 13-10-6 13-10-1 6-11-3 6-11-3 13-10-6 6-11-3 0-0-45-9-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-9-12. (lb) - Max Horz 1=-128(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-118(LC 6), 6=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=314(LC 10), 6=314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=118, 6=118. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V11 Truss Type VALLEY Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286114 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ksy5RV8Aq6oZBvUNFhTMsnH?cgcI8MUbA62lUdyJgE6 Scale = 1:30.8 1 2 3 44x8 4x6 4x8 2x4 0-0-5 0-0-5 11-10-6 11-10-1 5-11-3 5-11-3 11-10-6 5-11-3 0-0-44-11-50-0-410.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.35 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=225/11-9-12, 3=225/11-9-12, 4=435/11-9-12 Max Horz 1=-107(LC 4) Max Uplift 1=-16(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. November 13,2018 Job 25_SHADOW_WOOD Truss V12 Truss Type VALLEY Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286115 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-C2WTer9oaQwPo33ZoO_bP?qCd4_JtpYlPmnI04yJgE5 Scale = 1:26.9 1 2 3 43x8 4x6 3x8 2x4 0-0-5 0-0-5 9-10-6 9-10-1 4-11-3 4-11-3 9-10-6 4-11-3 0-0-44-1-50-0-410.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-4], [3:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.29 0.23 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=184/9-9-12, 3=184/9-9-12, 4=356/9-9-12 Max Horz 1=-88(LC 4) Max Uplift 1=-13(LC 6), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. November 13,2018 Job 25_SHADOW_WOOD Truss V13 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286116 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-gF4rrBAQLk2GQDemM6VqyCML3UJkcHCueQXrZWyJgE4 Scale = 1:21.9 1 2 3 42x4 3x4 2x4 2x4 0-0-5 0-0-5 7-10-6 7-10-1 3-11-3 3-11-3 7-10-6 3-11-3 0-0-43-3-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.29 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=166/7-9-12, 3=166/7-9-12, 4=252/7-9-12 Max Horz 1=-71(LC 4) Max Uplift 1=-24(LC 7), 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V14 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286117 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-gF4rrBAQLk2GQDemM6VqyCMOLULqcHWueQXrZWyJgE4 Scale = 1:17.2 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-10-6 5-10-1 2-11-3 2-11-3 5-10-6 2-11-3 0-0-42-5-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.15 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=120/5-9-12, 3=120/5-9-12, 4=183/5-9-12 Max Horz 1=51(LC 5) Max Uplift 1=-17(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V15 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286118 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Wwpfu5D35HByTn7yD7KpF7yJtbU-8ReD3XB261A72NDywp03UQvbUug8Lk82t3GP5yyJgE3 Scale = 1:10.8 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-10-6 3-10-1 1-11-3 1-11-3 3-10-6 1-11-3 0-0-41-7-50-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.21 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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=122/3-9-12, 3=122/3-9-12 Max Horz 1=-30(LC 4) Max Uplift 1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V16 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286119 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-8ReD3XB261A72NDywp03UQvZoufnLkS2t3GP5yyJgE3 Scale = 1:16.7 1 2 3 4 3x6 3x6 3x6 2x4 0-0-10 0-0-10 4-7-2 4-6-9 9-2-4 4-7-2 4-7-2 4-7-2 9-2-4 4-7-2 0-0-41-11-00-0-45.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.25 0.30 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=140/9-1-1, 3=140/9-1-1, 4=367/9-1-1 Max Horz 1=16(LC 6) Max Uplift 1=-15(LC 6), 3=-18(LC 7), 4=-2(LC 6) Max Grav 1=144(LC 10), 3=144(LC 11), 4=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V17 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286120 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-cdCcGsBgtLI_fWo8UXXI1dSd2HsO4BOB5j0ydOyJgE2 Scale = 1:14.0 1 2 3 3x4 2x4 2x4 7-7-9 7-7-9 0-0-41-10-143.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.67 0.85 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS.(lb/size) 1=251/7-6-9, 3=251/7-6-9 Max Horz 1=52(LC 5) Max Uplift 1=-19(LC 4), 3=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V18 Truss Type Valley Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286121 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5qm_UCCJefQrHgNL1E2XZr_yNhPMpedKKNlW9ryJgE1 Scale = 1:6.8 1 2 3 2x4 6x6 1-11-2 1-11-2 0-0-40-9-105.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-8], [2:Edge,0-1-13], [3:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=51/1-10-9, 3=51/1-10-9 Max Horz 1=18(LC 5) Max Uplift 1=-3(LC 6), 3=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 Job 25_SHADOW_WOOD Truss V19 Truss Type GABLE Qty 1 Ply 1 25 Shadow Wood Job Reference (optional) I35286122 8.220 s Oct 6 2018 MiTek Industries, Inc. Tue Nov 13 07:09:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5qm_UCCJefQrHgNL1E2XZr_xLhPEpeEKKNlW9ryJgE1 Scale = 1:17.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 3-10-15 3-10-15 1-3-120-2-43-3-22-11-51-3-123-3-25.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=72/3-10-15, 4=22/3-10-15, 5=180/3-10-15 Max Horz 1=65(LC 5) Max Uplift 4=-4(LC 6), 5=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. November 13,2018 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.