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HomeMy WebLinkAboutI38606808.15_Shadow_Wood REVISED 9-20-1916023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). September 20,2019 Liu, Xuegang Pages or sheets covered by this seal: I38606808 thru I38606871 My license renewal date for the state of Indiana is July 31, 2020. 15_Shadow_Wood 15 Shadow Wood IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606808 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-oyOCIT_AGhDoboJd2QZtwfIeIuhtPtzwSC7Wajybo6a Scale = 1:34.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 15 14 13 12 11 10 9 8 6 7 5x10 MT18HS 4x10 4x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-10-4 2-10-4 7-10-0 4-11-13 12-9-13 4-11-13 15-8-8 2-10-11 -1-0-8 1-0-8 7-10-0 7-10-0 15-8-8 7-10-8 16-8-8 1-0-0 0-11-44-10-40-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [4:0-0-14,0-1-12], [6:0-2-9,0-0-12], [6:0-0-0,0-1-12], [15:0-0-0,0-1-12], [15:0-2-11,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.81 0.69 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.00 (loc) 13-14 13-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 153 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-11: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-11-9 except (jt=length) 7=0-3-8. (lb) - Max Horz 14=53(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 10, 9 except 11=-121(LC 6), 13=-557(LC 10), 14=-287(LC 6), 8=-692(LC 11), 7=-376(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 10, 9 except 11=766(LC 1), 13=257(LC 6), 14=735(LC 10), 8=310(LC 7), 7=924(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-162/429, 3-4=-163/430 BOT CHORD 14-15=-288/243, 13-14=-288/242, 12-13=-288/242, 11-12=-288/242, 10-11=-288/242, 9-10=-288/242, 8-9=-288/242, 7-8=-288/242, 6-7=-288/242 WEBS 3-11=-767/317 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) 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 MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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) 12, 10, 9 except (jt=lb) 11=121, 13=557, 14=287, 8=692, 7=376. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J01 Truss Type Jack-Open Supported Gable Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606809 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-G8yaVp_p1?LfDxuqb746Tsq_MIBf8QO4hst36Aybo6Z Scale = 1:9.9 1 2 3 5 4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 0-11-8 0-11-8 0-11-01-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=145/0-11-8, 4=-19/0-11-8 Max Horz 5=36(LC 5) Max Uplift 5=-53(LC 6), 4=-21(LC 5) Max Grav 5=145(LC 1), 4=20(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J02 Truss Type Jack-Open Qty 11 Ply 1 15 Shadow Wood Job Reference (optional) I38606810 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-G8yaVp_p1?LfDxuqb746Tsq__IBS8QO4hst36Aybo6Z Scale = 1:9.9 1 2 5 3 4 2x4 2x4 0-11-8 0-11-8 -1-0-0 1-0-0 0-11-8 0-11-8 0-11-01-4-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 4=-2/Mechanical, 3=-15/Mechanical Max Horz 5=48(LC 6) Max Uplift 5=-34(LC 6), 4=-8(LC 6), 3=-15(LC 1) Max Grav 5=150(LC 1), 4=12(LC 2), 3=5(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J03 Truss Type Jack-Open Qty 43 Ply 1 15 Shadow Wood Job Reference (optional) I38606811 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-kLWyj9?RoIUWr5S09rbL?4N48iV6tteDwWcdecybo6Y Scale = 1:26.0 1 2 5 3 4 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-3-8, 3=99/Mechanical, 4=42/Mechanical Max Horz 5=155(LC 6) Max Uplift 3=-79(LC 6), 4=-4(LC 6) Max Grav 5=231(LC 1), 3=99(LC 1), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J04 Truss Type Jack-Open Qty 4 Ply 1 15 Shadow Wood Job Reference (optional) I38606812 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-CX4KwV03ZccNSF1CjY7aYHwJB5tecKuM9AMAB2ybo6X Scale = 1:12.5 1 2 5 3 42x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=38/Mechanical, 4=15/Mechanical Max Horz 5=64(LC 6) Max Uplift 5=-28(LC 6), 3=-22(LC 6) Max Grav 5=164(LC 1), 3=38(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J05 Truss Type Jack-Open Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606813 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-CX4KwV03ZccNSF1CjY7aYHwEW5sbcKuM9AMAB2ybo6X Scale = 1:16.4 1 2 5 3 43x4 3x6 2-0-0 2-0-0 -2-6-0 2-6-0 2-0-0 2-0-0 1-8-02-8-02-3-52-8-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.49 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.02 (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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=346/0-3-8, 3=-37/Mechanical, 4=-4/Mechanical Max Horz 5=108(LC 6) Max Uplift 5=-87(LC 6), 3=-37(LC 1), 4=-13(LC 6) Max Grav 5=346(LC 1), 3=12(LC 4), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-306/169 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J06 Truss Type Jack-Open Qty 4 Ply 1 15 Shadow Wood Job Reference (optional) I38606814 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-gjej7q1hKwkE4PcOHGep5VSR0VBoLnlWNq5kjVybo6W Scale = 1:26.0 1 2 3 8 7 6 4 5 3x4 3x4 2x4 2x4 2x4 2-3-8 2-3-8 4-0-0 1-8-8 -1-0-0 1-0-0 2-3-8 2-3-8 4-0-0 1-8-8 1-3-04-7-03-11-04-1-30-8-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.18 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.06 -0.05 (loc) 7 7 4 l/defl >755 >728 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=231/0-3-8, 4=124/Mechanical, 5=17/Mechanical Max Horz 8=155(LC 6) Max Uplift 4=-94(LC 6) Max Grav 8=231(LC 1), 4=124(LC 1), 5=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J07 Truss Type Jack-Open Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606815 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-gjej7q1hKwkE4PcOHGep5VSRIVBpLn8WNq5kjVybo6W Scale = 1:26.0 1 4 2 3 3x4 2x4 4-0-8 4-0-0 4-0-8 4-0-8 1-2-94-7-04-1-34-7-010.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=153/0-3-8, 2=107/Mechanical, 3=47/Mechanical Max Horz 4=114(LC 6) Max Uplift 2=-81(LC 6), 3=-1(LC 6) Max Grav 4=153(LC 1), 2=107(LC 1), 3=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J08 Truss Type Jack-Open Qty 8 Ply 1 15 Shadow Wood Job Reference (optional) I38606816 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-8wC5LA1J5Ds4iZBbqz92di?c2vX24EOfcUrHFxybo6V Scale = 1:26.0 1 4 2 3 3x4 2x4 4-0-8 4-0-8 4-0-8 4-0-8 1-2-94-7-04-1-34-7-010.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=153/Mechanical, 2=107/Mechanical, 3=47/Mechanical Max Horz 4=114(LC 6) Max Uplift 2=-81(LC 6), 3=-1(LC 6) Max Grav 4=153(LC 1), 2=107(LC 1), 3=75(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J09 Truss Type Jack-Open Qty 4 Ply 1 15 Shadow Wood Job Reference (optional) I38606817 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-8wC5LA1J5Ds4iZBbqz92di?dyvZt4EOfcUrHFxybo6V Scale = 1:12.3 1 2 5 3 4 3x4 2x4 1-4-15 1-4-5 -1-11-5 1-11-5 1-4-15 1-4-15 1-3-01-10-45.15 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-47/Mechanical, 4=-8/Mechanical, 5=280/0-5-9 Max Horz 5=71(LC 6) Max Uplift 3=-47(LC 1), 4=-8(LC 1), 5=-83(LC 6) Max Grav 3=16(LC 4), 4=17(LC 2), 5=280(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss J10 Truss Type Jack-Open Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606818 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:27:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-d6lTYW2xsX_xKjmnOhgHAwYhJJszphdpr8aqnNybo6U Scale: 3/4"=1' 1 2 5 3 4 3x4 3x6 2-3-1 2-2-14 -2-11-0 2-11-0 2-3-1 2-3-1 1-7-112-7-45.15 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=403/0-3-10, 3=-48/Mechanical, 4=-8/Mechanical Max Horz 5=106(LC 6) Max Uplift 5=-122(LC 6), 3=-48(LC 1), 4=-8(LC 1) Max Grav 5=403(LC 1), 3=18(LC 4), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-354/209 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=122. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss PB01 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606819 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-5IJrms3Zdq6oxtLzyOBWi74zjjDnY84y3oKOKpybo6T Scale = 1:34.1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-7-0 20-7-0 5-2-0 5-2-0 15-5-0 10-3-0 20-7-0 5-2-0 2-7-00-1-40-1-82-5-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 1=-24(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 10, 11, 12, 14, 8 except 9=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2 except 10=314(LC 11), 11=329(LC 10), 12=313(LC 1), 14=251(LC 10), 8=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-251/82 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 10, 11, 12, 14, 8 except (jt=lb) 9=131. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss PB02 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606820 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-ZVtDzC4CO8EfZ0wAV5ilFLd9?6ZAHao6IS3xsGybo6S Scale = 1:34.1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-7-0 20-7-0 8-6-0 8-6-0 12-1-0 3-7-0 20-7-0 8-6-0 4-3-00-1-40-1-84-1-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.08 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 1=-40(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 12, 14, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2 except 11=306(LC 11), 12=318(LC 10), 14=301(LC 1), 10=314(LC 1), 8=275(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 12, 14, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss PB03 Truss Type GABLE Qty 5 Ply 1 15 Shadow Wood Job Reference (optional) I38606821 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-1hRcBY5q9SMWBAVM3pD_nYAGUWu_01pFX6pVOiybo6R Scale = 1:39.8 2 3 4 5 6 11 10 9 8 1 7 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 20-7-0 20-7-0 10-3-8 10-3-8 20-7-0 10-3-8 5-1-120-1-40-1-86.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 1=-48(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8, 6 except 1=-252(LC 1), 7=-252(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=527(LC 1), 10=404(LC 10), 8=404(LC 11), 6=527(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-301/147, 5-8=-301/147 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8, 6 except (jt=lb) 1=252, 7=252. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss PB04 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606822 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-Vt?_Ou5SwlUNoK4YdWlDKmiUDwFelUHOmmY2w8ybo6Q Scale = 1:34.1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 3x4 20-7-0 20-7-0 8-1-13 8-1-13 12-5-3 4-3-5 20-7-0 8-1-13 4-0-150-1-40-1-83-11-76.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-1-12], [4:0-3-12,0-2-4], [5:0-1-4,0-0-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 1=-38(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 12, 14, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 8 except 2=259(LC 1), 11=328(LC 11), 12=320(LC 10), 14=310(LC 1), 10=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 12, 14, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss PB05 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606823 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-z4ZMcE64h3cEQUflBEGStzFgGKbhUy6Y_QIbTbybo6P Scale = 1:34.1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-7-0 20-7-0 4-9-13 4-9-13 15-9-3 10-11-5 20-7-0 4-9-13 2-4-150-1-40-1-82-3-76.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 1=-22(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 10, 11, 12, 14, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2 except 10=297(LC 11), 11=330(LC 10), 12=320(LC 1), 14=261(LC 10), 8=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-250/81 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 10, 11, 12, 14, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T01 Truss Type Common Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606824 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-z4ZMcE64h3cEQUflBEGStzFWRKRFUmdY_QIbTbybo6P Scale = 1:65.9 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 4x6 3x6 3x8 3x8 3x4 3x4 3x6 6x8 6x8 3x6 11-5-8 11-5-8 22-11-0 11-5-8 -1-0-0 1-0-0 5-10-0 5-10-0 11-5-8 5-7-8 17-1-0 5-7-8 22-11-0 5-10-0 23-11-0 1-0-0 1-3-010-9-91-3-010.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.82 0.76 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.03 (loc) 10-11 10-11 10 l/defl >999 >471 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,2-13,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=974/0-3-8, 10=974/0-3-8 Max Horz 13=258(LC 5) Max Uplift 13=-65(LC 6), 10=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-569/89, 4-5=-787/167, 5-6=-787/167, 6-8=-569/89, 2-13=-504/126, 8-10=-504/126 BOT CHORD 11-13=-65/669, 10-11=0/669 WEBS 5-11=-87/571, 4-13=-501/75, 6-10=-501/75 NOTES-(5-6) 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) 13, 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T02 Truss Type Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606825 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-RG7kpa7iRNk52eDxkxnhPBofrkk8DAZhD419?1ybo6O Scale = 1:111.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 6x10 4x6 6x10 5x8 4x6 5x8 3x6 6x6 5x8 3x6 5x12 3x6 6x10 3x6 3x6 5x8 3x6 5x8 6x6 5x8 3x6 6x8 4x6 4x6 4x8 4x6 5-5-4 5-5-4 10-8-0 5-2-12 12-1-12 1-5-12 20-7-9 8-5-13 29-0-2 8-4-9 37-4-10 8-4-9 45-9-3 8-4-9 54-3-0 8-5-13 59-5-12 5-2-12 64-11-0 5-5-4 -1-0-0 1-0-0 5-5-4 5-5-4 10-8-0 5-2-12 12-1-12 1-5-12 20-7-9 8-5-13 29-0-2 8-4-9 37-4-10 8-4-9 45-9-3 8-4-9 54-3-0 8-5-13 59-5-12 5-2-12 64-11-0 5-5-4 0-11-06-3-00-11-06-3-06.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-10], [2:0-0-10,0-5-15], [14:0-0-10,0-4-10], [14:0-0-5,0-0-10], [16:0-2-8,0-3-0], [26:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.90 0.85 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.64 0.12 (loc) 18-19 18-19 14 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 Weight: 345 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-25: 2x4 SPF 2100F 1.8E, 6-21,9-21,9-18,12-18: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except 2-0-0 oc purlins (3-8-3 max.): 4-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-2-1 oc bracing: 2-27 5-2-4 oc bracing: 26-27 4-4-10 oc bracing: 25-26. WEBS 1 Row at midpt 4-25, 6-25, 9-21 REACTIONS.(lb/size)2=-809/0-3-8, 25=4253/0-3-8 (req. 0-6-11), 14=1795/0-3-8 Max Horz 2=57(LC 6) Max Uplift 2=-1073(LC 11), 25=-256(LC 5), 14=-47(LC 4) Max Grav 2=152(LC 4), 25=4253(LC 1), 14=1799(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/2300, 3-4=-207/2712, 4-5=-168/2699, 5-6=-168/2699, 6-8=-2350/320, 8-9=-2350/320, 9-11=-3482/439, 11-12=-3482/439, 12-13=-2932/366, 13-14=-3194/356 BOT CHORD 2-27=-1946/288, 26-27=-1946/288, 25-26=-2397/327, 23-25=-30/330, 21-23=-30/330, 19-21=-231/3399, 18-19=-231/3399, 16-18=-165/2580, 15-16=-239/2675, 14-15=-239/2675 WEBS 3-27=0/277, 3-26=-755/141, 4-25=-1284/155, 5-25=-606/152, 6-25=-3624/354, 6-23=0/319, 6-21=-238/2466, 8-21=-499/161, 9-21=-1283/131, 9-19=0/330, 11-18=-513/166, 12-18=-154/1190, 12-16=0/345 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 25 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=1073, 25=256. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated.Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T02 Truss Type Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606825 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:05 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-RG7kpa7iRNk52eDxkxnhPBofrkk8DAZhD419?1ybo6O 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T03 Truss Type Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606826 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-OeEVEF8yz__pHxNJsMp9Uct2RXXvh5l_hOWF4wybo6M Scale = 1:112.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6 8x8 4x6 6x8 5x8 4x6 5x8 3x6 6x6 3x6 6x10 3x6 5x8 3x6 3x6 5x8 3x6 5x8 5x12 5x8 3x6 8x8 4x6 4x6 4x6 4x6 7-1-4 7-1-4 12-1-12 5-0-8 14-0-0 1-10-4 21-5-6 7-5-6 28-9-7 7-4-2 36-1-9 7-4-2 43-5-10 7-4-2 50-11-0 7-5-6 57-9-12 6-10-12 64-11-0 7-1-4 -1-0-0 1-0-0 7-1-4 7-1-4 14-0-0 6-10-12 21-5-6 7-5-6 28-9-7 7-4-2 36-1-9 7-4-2 43-5-10 7-4-2 50-11-0 7-5-6 57-9-12 6-10-12 64-11-0 7-1-4 0-11-07-11-00-11-07-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-5-15], [2:0-0-5,0-0-10], [5:0-5-4,0-4-0], [14:0-0-10,0-0-5], [14:0-4-10,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.45 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.09 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 385 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 20-21,21-24: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-26,5-23,7-23,7-19,11-19,11-16: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except 2-0-0 oc purlins (4-1-14 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-26, 7-23, 11-19, 11-16 REACTIONS.(lb/size)2=-388/0-3-8, 26=3736/0-3-8, 14=1891/0-3-8 Max Horz 2=73(LC 5) Max Uplift 2=-647(LC 11), 26=-147(LC 5), 14=-48(LC 7) Max Grav 2=105(LC 4), 26=3736(LC 1), 14=1896(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-165/1623, 3-5=-133/1975, 5-6=-998/208, 6-7=-997/208, 7-9=-2923/407, 9-11=-2923/407, 11-12=-2555/389, 12-13=-2933/389, 13-14=-3422/391 BOT CHORD 2-27=-1373/219, 26-27=-1373/219, 25-26=-919/224, 23-25=-920/226, 22-23=-124/2247, 19-22=-124/2247, 18-19=-172/3023, 16-18=-172/3023, 15-16=-255/2885, 14-15=-255/2885 WEBS 3-26=-614/156, 5-26=-3161/306, 5-23=-254/2674, 6-23=-453/146, 7-23=-1793/186, 7-22=0/283, 7-19=-97/971, 9-19=-436/142, 11-18=0/286, 11-16=-806/142, 12-16=-17/827, 13-16=-395/138, 13-15=0/286 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=647, 26=147. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T04 Truss Type Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606827 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-srotRb9bkI6gv5yWQ3KO1pPCmxq4QWX7v2GpcMybo6L Scale = 1:112.8 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 4x6 6x10 4x6 6x10 4x6 5x8 4x6 5x8 3x6 6x6 8x8 6x8 6x10 3x4 3x4 5x12 3x4 5x12 4x8 5x8 3x6 8x8 4x6 4x6 4x6 4x6 5-11-0 5-11-0 12-1-12 6-2-12 17-4-0 5-2-4 24-11-6 7-7-6 32-5-8 7-6-2 39-11-10 7-6-2 47-7-0 7-7-6 56-1-12 8-6-12 64-11-0 8-9-4 -1-0-0 1-0-0 5-11-0 5-11-0 11-7-8 5-8-8 17-4-0 5-8-8 24-11-6 7-7-6 32-5-8 7-6-2 39-11-10 7-6-2 47-7-0 7-7-6 56-1-12 8-6-12 64-11-0 8-9-4 0-11-09-7-00-11-09-7-06.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-5-15], [2:0-0-5,0-0-10], [6:0-6-4,0-3-0], [12:0-5-12,0-3-0], [15:0-4-10,0-0-10], [15:0-0-10,0-0-5], [18:0-3-8,0-2-0], [24:0-3-8,0-3-0], [26:0-2-4 ,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 0.58 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.12 (loc) 19 19-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 393 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-25,15-17: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-27,3-26,5-26,5-24,14-18,14-16: 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except 2-0-0 oc purlins (4-2-10 max.): 6-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-26, 6-24, 7-23, 9-23, 10-19, 14-18 REACTIONS.(lb/size)2=145/0-3-8, 26=3083/0-3-8, 15=2011/0-3-8 Max Horz 2=90(LC 5) Max Uplift 2=-131(LC 11), 26=-39(LC 5), 15=-65(LC 7) Max Grav 2=208(LC 10), 26=3083(LC 1), 15=2011(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-85/529, 3-5=-30/827, 5-6=-805/203, 6-7=-1865/337, 7-9=-1865/337, 9-10=-2804/439, 10-12=-2805/439, 12-14=-2956/421, 14-15=-3649/430 BOT CHORD 2-27=-425/163, 26-27=-425/163, 24-26=-911/208, 23-24=-26/629, 21-23=-103/2583, 19-21=-103/2583, 18-19=-115/2545, 16-18=-274/3086, 15-16=-274/3086 WEBS 3-26=-527/121, 5-26=-2657/338, 5-24=-167/2266, 6-24=-1567/202, 6-23=-190/1962, 7-23=-470/149, 9-23=-1137/122, 9-21=0/296, 9-19=-39/358, 10-19=-460/152, 12-19=-140/596, 12-18=0/551, 14-18=-628/181, 14-16=0/379 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 15 except (jt=lb) 2=131. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T05 Truss Type Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606828 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-K1MFfxADVbEXWFXiznrda1yO5LCG9?BH8h?M8oybo6K Scale = 1:112.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 4x6 6x10 4x6 6x8 4x6 5x8 4x6 5x8 3x6 5x6 6x8 4x8 5x12 3x4 3x4 5x12 6x10 6x6 6x6 5x8 3x6 8x8 4x6 4x6 4x6 6-2-2 6-2-2 12-1-12 5-11-10 20-8-0 8-6-4 28-6-12 7-10-12 36-4-4 7-9-8 44-3-0 7-10-12 51-0-13 6-9-13 57-10-11 6-9-13 64-11-0 7-0-5 -1-0-0 1-0-0 6-2-2 6-2-2 12-1-12 5-11-10 20-8-0 8-6-4 28-6-12 7-10-12 36-4-4 7-9-8 44-3-0 7-10-12 51-0-13 6-9-13 57-10-11 6-9-13 64-11-0 7-0-5 0-11-011-3-00-11-011-3-06.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-5-15], [2:0-0-5,0-0-10], [6:0-5-12,0-3-0], [14:0-4-10,0-0-10], [14:0-0-10,0-0-5], [16:0-2-8,0-3-0], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.45 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.10 (loc) 19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 410 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 20-21,21-24: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-26,3-25,11-18,11-16,13-16,13-15: 2x3 SPF No.2 5-25: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except 2-0-0 oc purlins (4-7-10 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-25, 6-23, 6-22, 7-22, 9-22, 9-18, 11-18 REACTIONS.(lb/size)2=242/0-3-8, 25=2962/0-3-8, 14=2034/0-3-8 Max Horz 2=106(LC 5) Max Uplift 2=-59(LC 6), 25=-60(LC 6), 14=-83(LC 7) Max Grav 2=309(LC 10), 25=2962(LC 1), 14=2034(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-142/344, 3-5=-11/641, 5-6=-1414/286, 6-7=-1999/389, 7-9=-1999/389, 9-10=-2350/438, 10-11=-2703/443, 11-13=-3224/449, 13-14=-3705/445 BOT CHORD 2-26=-265/140, 25-26=-265/140, 23-25=-501/161, 22-23=-11/1149, 19-22=-68/2399, 18-19=-68/2399, 16-18=-192/2800, 15-16=-302/3132, 14-15=-302/3132 WEBS 3-25=-499/121, 5-25=-2523/361, 5-23=-127/2071, 6-23=-1090/178, 6-22=-140/1496, 7-22=-481/155, 9-22=-707/80, 9-19=0/311, 9-18=-319/135, 10-18=-36/715, 11-18=-671/176, 11-16=0/410, 13-16=-387/128, 13-15=0/289 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 14. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T06 Truss Type Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606829 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-oDwdsHBrGvMN8P6uXUNs6EVXelSmuSCQNLlwgEybo6J Scale = 1:112.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 4x6 6x10 4x6 6x10 4x6 5x8 4x6 5x8 3x6 5x12 3x6 5x8 5x6 5x12 3x4 4x8 5x8 6x6 5x8 3x6 8x8 4x6 4x6 4x6 6-2-2 6-2-2 12-1-12 5-11-10 24-0-0 11-10-4 32-5-8 8-5-8 40-11-0 8-5-8 48-10-3 7-11-3 56-9-5 7-11-3 64-11-0 8-1-11 -1-0-0 1-0-0 6-2-2 6-2-2 12-1-12 5-11-10 18-0-14 5-11-2 24-0-0 5-11-2 32-5-8 8-5-8 40-11-0 8-5-8 48-10-3 7-11-3 56-9-5 7-11-3 64-11-0 8-1-11 0-11-012-11-00-11-012-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-5-15], [2:0-0-5,0-0-10], [7:0-5-12,0-3-0], [10:0-5-12,0-3-0], [14:Edge,0-4-1], [14:0-4-10,0-0-10], [14:0-0-10,0-0-5], [17:0-2-8,0-3-0], [18:0-3-8 ,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.84 0.88 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.12 (loc) 17 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 405 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-23,16-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-25,3-24,5-24,11-17,13-17,13-15: 2x3 SPF No.2 6-24: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except 2-0-0 oc purlins (5-1-3 max.): 7-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-25,24-25. WEBS 1 Row at midpt 6-24, 7-22, 7-20, 8-20, 10-20, 11-18, 13-17 REACTIONS.(lb/size)2=127/0-3-8, 24=3104/0-3-8, 14=2008/0-3-8 Max Horz 2=122(LC 5) Max Uplift 2=-103(LC 11), 24=-113(LC 6), 14=-94(LC 7) Max Grav 2=220(LC 10), 24=3104(LC 1), 14=2008(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-73/498, 3-5=-100/874, 5-6=0/862, 6-7=-1504/328, 7-8=-1890/405, 8-10=-1891/405, 10-11=-2395/431, 11-13=-3040/441, 13-14=-3650/444 BOT CHORD 2-25=-400/147, 24-25=-400/147, 22-24=-4/690, 20-22=0/1275, 18-20=-10/2058, 17-18=-153/2622, 15-17=-292/3089, 14-15=-292/3089 WEBS 3-24=-515/162, 5-24=-383/183, 6-24=-2634/293, 6-22=0/1103, 7-22=-716/125, 7-20=-134/1151, 8-20=-532/176, 10-20=-344/76, 10-18=-52/792, 11-18=-834/209, 11-17=0/514, 13-17=-541/159, 13-15=0/338 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=103, 24=113. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 15 Shadow Wood Job Reference (optional) I38606830 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-GQU?4dBT1DVEmZh55Cu5fS1gv8rCdzlab?UTDhybo6I Scale = 1:113.7 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 4x8 6x10 4x6 6x8 4x6 8x16 4x6 4x6 4x6 5x8 3x6 6x6 5x8 4x8 6x8 3x4 3x4 6x8 6x8 5x8 6x6 5x8 3x6 10x10 4x6 4x8 4x6 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 50-0-13 7-3-13 57-4-11 7-3-13 64-11-0 7-6-5 -1-0-0 1-0-0 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 50-0-13 7-3-13 57-4-11 7-3-13 64-11-0 7-6-5 0-11-012-0-00-11-012-0-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [7:0-5-12,0-3-0], [15:0-4-10,0-0-10], [15:0-0-10,0-0-5], [17:0-2-8,0-3-0], [24:0-3-8,0-2-0], [26:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 1.00 0.68 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.68 0.25 (loc) 20-22 20-22 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 426 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 21-23,23-25: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-27,4-26,6-26,12-17,14-17,14-16: 2x3 SPF No.2 WEDGE Right: 2x6 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except 2-0-0 oc purlins (3-8-13 max.): 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-26, 6-24, 7-22, 8-22, 10-22, 10-19, 12-19 , 14-17 REACTIONS.(lb/size)2=2654/0-3-8, 15=2584/0-3-8 Max Horz 2=113(LC 5) Max Uplift 2=-117(LC 6), 15=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4683/562, 4-6=-4288/579, 6-7=-3766/579, 7-8=-3600/589, 8-10=-3600/589, 10-11=-3296/563, 11-12=-3765/579, 12-14=-4317/583, 14-15=-4810/577 BOT CHORD 2-27=-395/3989, 26-27=-395/3989, 24-26=-298/3785, 22-24=-169/3283, 20-22=-197/3598, 19-20=-197/3598, 17-19=-298/3773, 16-17=-413/4094, 15-16=-413/4094 WEBS 4-26=-264/118, 6-26=0/407, 6-24=-749/188, 7-24=-53/689, 7-22=-117/811, 8-22=-419/135, 10-20=0/258, 10-19=-797/120, 11-19=-98/1191, 12-19=-725/188, 12-17=0/432, 14-17=-391/132, 14-16=0/306 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=117. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606831 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-kc2OHzC5oWd5NjGHfvPKBfawJYBYMLGjqfE0l7ybo6H Scale = 1:113.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 4x6 6x10 4x6 6x8 4x6 8x8 6x16 4x6 5x8 3x6 6x6 5x8 4x8 6x8 3x4 3x4 6x8 6x8 5x8 6x6 5x8 3x6 5x8 4x6 4x6 4x6 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 50-0-13 7-3-13 59-5-0 9-4-3 64-11-0 5-6-0 -1-0-0 1-0-0 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 50-0-13 7-3-13 57-4-11 7-3-13 64-11-0 7-6-5 0-11-012-0-00-11-012-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [2:0-0-0,0-2-15], [6:0-5-12,0-3-0], [14:0-0-10,0-4-10], [14:0-0-5,0-0-10], [16:0-2-8,0-3-0], [23:0-3-8,0-2-0], [25:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.61 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.48 0.17 (loc) 21 23-25 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 427 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 20-22,22-24: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-26,3-25,5-25,11-16,13-16,13-15: 2x3 SPF No.2 WEDGE Left: 2x10 SP No.1, Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except 2-0-0 oc purlins (4-1-5 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 3-25, 5-23, 6-21, 7-21, 9-21, 9-18, 13-15 REACTIONS.(lb/size)2=2418/0-3-8, 15=2832/0-3-8 Max Horz 2=113(LC 5) Max Uplift 2=-120(LC 6), 15=-186(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4326/501, 3-5=-3823/509, 5-6=-3258/505, 6-7=-3009/503, 7-9=-3009/503, 9-10=-2426/437, 10-11=-2797/439, 11-13=-2644/333, 13-14=-227/485 BOT CHORD 2-26=-346/3672, 25-26=-346/3672, 23-25=-232/3331, 21-23=-103/2835, 19-21=-90/2869, 18-19=-90/2869, 16-18=-73/2271, 15-16=0/906, 14-15=-321/246 WEBS 3-26=0/303, 3-25=-405/132, 5-25=0/448, 5-23=-739/188, 6-23=-53/689, 6-21=-126/551, 7-21=-416/136, 9-21=-45/365, 9-19=0/264, 9-18=-998/101, 10-18=-34/759, 11-18=-80/352, 11-16=-643/176, 13-16=-110/1573, 13-15=-2847/521 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=120, 15=186. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606832 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-CocmUJDjZqly?srTCdwZkt755yXq5pvt3JzaHZybo6G Scale = 1:115.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 6x10 4x6 8x8 4x6 8x8 6x16 4x6 3x4 3x6 5x8 3x6 5x8 4x6 4x6 5x8 3x6 6x6 5x8 4x8 6x8 3x4 3x4 6x8 6x16 6x10 6x6 6x6 6x6 8x8 8x8 4x6 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 44-9-8 2-0-8 51-2-8 6-5-0 57-7-8 6-5-0 59-3-4 1-7-12 59-5-0 0-1-12 64-11-0 5-6-0 -1-0-0 1-0-0 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 44-9-8 2-0-8 51-2-8 6-5-0 57-7-8 6-5-0 59-3-4 1-7-12 64-11-0 5-7-12 0-11-012-0-00-11-00-8-012-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [2:0-0-0,0-2-15], [6:0-5-12,0-3-0], [10:0-4-0,0-3-8], [17:0-3-0,0-3-7], [18:0-2-8,0-3-0], [20:0-5-0,0-4-0], [21:0-2-8,0-3-0], [22:0-3-8,0-3-0], [28:0-3-8,0-2-0], [30:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.61 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.22 (loc) 27 27-28 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 440 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-29,17-19: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 11-23,5-28,6-28,6-27,7-27,9-27,9-25,9-24,10-24,10-22: 2x4 SPF No.2 WEDGE Left: 2x10 SP No.1 SLIDER Right 2x4 SPF-S Stud 3-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except 2-0-0 oc purlins (4-1-7 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 11-23, 3-30, 5-28, 6-27, 7-27, 9-27, 9-24 REACTIONS.(lb/size)2=2412/0-3-8, 18=2835/0-3-8 Max Horz 2=113(LC 5) Max Uplift 2=-121(LC 6), 18=-190(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4313/500, 3-5=-3810/507, 5-6=-3245/504, 6-7=-2993/501, 7-9=-2993/501, 9-10=-2397/432, 10-11=-2823/495, 11-12=-2932/429, 12-14=-2723/314, 14-15=-924/40, 15-17=-158/351 BOT CHORD 2-31=-345/3661, 30-31=-345/3661, 28-30=-231/3320, 27-28=-102/2823, 25-27=-89/2851, 24-25=-89/2851, 21-22=-76/2365, 20-21=0/792 WEBS 14-20=-1765/299, 3-31=0/303, 3-30=-405/132, 5-30=0/449, 5-28=-739/188, 6-28=-52/689, 6-27=-127/543, 7-27=-413/135, 9-27=-44/372, 9-25=0/269, 9-24=-1003/101, 10-24=-34/365, 22-24=-36/2458, 10-22=-124/747, 12-22=-65/340, 12-21=-695/194, 14-21=-221/1772, 18-20=-295/209, 15-20=-102/1822, 15-18=-2328/262 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=121, 18=190. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606832 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:13 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-CocmUJDjZqly?srTCdwZkt755yXq5pvt3JzaHZybo6G 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T10 Truss Type PIGGYBACK BASE Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606833 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-9BjWv_F_5R?gEA_sK2y1pICNBmC8ZmZ9WdShMSybo6E Scale = 1:114.0 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 4x6 6x10 4x6 6x8 4x6 10x10 4x8 5x8 3x6 6x6 5x8 4x8 6x8 3x4 3x4 6x8 6x8 5x8 6x6 5x8 3x6 10x10 4x6 4x8 4x6 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 50-0-13 7-3-13 57-4-11 7-3-13 64-11-0 7-6-5 -1-0-0 1-0-0 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 29-0-12 6-10-12 35-10-4 6-9-8 42-9-0 6-10-12 50-0-13 7-3-13 57-4-11 7-3-13 64-11-0 7-6-5 65-11-0 1-0-0 0-11-012-0-00-11-012-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-3-11], [2:0-5-10,0-2-1], [2:0-0-12,0-0-0], [6:0-5-12,0-3-0], [14:0-0-6,0-3-11], [14:0-4-7,0-1-8], [14:0-0-12,0-0-0], [17:0-2-8,0-3-0], [24:0-3-8,0-2-0] , [26:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.85 0.68 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.74 0.25 (loc) 20-22 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 426 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 21-23,23-25: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-27,3-26,5-26,11-17,13-17,13-16: 2x3 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-8-9 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-26, 5-24, 6-22, 7-22, 9-22, 9-19, 11-19, 13-17 REACTIONS.(lb/size)2=2657/0-3-8, 14=2657/0-3-8 Max Horz 2=-117(LC 7) Max Uplift 2=-113(LC 6), 14=-113(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4672/568, 3-5=-4351/587, 5-6=-3798/583, 6-7=-3632/592, 7-9=-3632/592, 9-10=-3320/565, 10-11=-3799/583, 11-13=-4351/587, 13-14=-4674/567 BOT CHORD 2-27=-393/4061, 26-27=-393/4061, 24-26=-291/3835, 22-24=-159/3312, 20-22=-188/3630, 19-20=-188/3630, 17-19=-292/3834, 16-17=-393/4059, 14-16=-393/4059 WEBS 3-26=-290/121, 5-26=0/443, 5-24=-778/192, 6-24=-55/700, 6-22=-117/819, 7-22=-423/135, 9-20=0/261, 9-19=-810/120, 10-19=-102/1228, 11-19=-776/194, 11-17=0/440, 13-17=-288/120 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 14=113. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606834 8.240 s Jul 27 2019 MiTek Industries, Inc. Fri Sep 20 10:33:17 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:z?y9Ng99ffwULLm?eODbg1z3QU6-QCrLL1LgOiA0E86R9f198pvPBsbOIeVOcokfgdybmH0 Scale = 1:114.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x8 6x8 6x6 4x6 6x8 4x6 6x8 4x6 5x6 6x8 6x6 5x8 6x6 5x8 5x12 5x12 3x4 5x12 5x8 6x6 5x8 3x6 10x10 5x6 4x6 4x6 1-6-8 1-6-8 8-9-15 7-3-7 16-1-6 7-3-7 23-4-13 7-3-7 32-2-8 8-9-11 41-0-3 8-9-11 48-9-15 7-9-12 56-7-12 7-9-12 64-8-0 8-0-4 1-6-8 1-6-8 8-9-15 7-3-7 16-1-6 7-3-7 23-4-13 7-3-7 32-2-8 8-9-11 41-0-3 8-9-11 48-9-15 7-9-12 56-7-12 7-9-12 64-8-0 8-0-4 65-8-0 1-0-0 1-9-1212-8-150-11-012-8-156.00 12 Plate Offsets (X,Y)-- [13:0-0-6,0-3-11], [13:0-4-7,0-1-8], [13:0-0-12,0-0-0], [17:0-2-8,0-3-0], [23:0-2-8,0-3-0], [25:0-2-8,0-3-0], [26:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.90 0.80 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.73 0.27 (loc) 20 18-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 403 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 24-27,13-16: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-26,5-22,6-22,7-22,7-20,7-18,9-18,10-18: 2x4 SPF No.2 WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 1-2, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-23, 5-22, 7-22, 7-18, 10-18, 12-17 REACTIONS.(lb/size)27=2582/Mechanical, 13=2643/0-3-8 Max Horz 27=-148(LC 4) Max Uplift 27=-87(LC 6), 13=-121(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-2478/254, 1-2=-2575/326, 2-3=-4528/565, 3-4=-4169/551, 4-5=-4069/586, 5-6=-3629/582, 6-7=-3174/566, 7-8=-3193/569, 8-9=-3193/569, 9-10=-3662/583, 10-11=-4188/591, 11-12=-4280/553, 12-13=-4661/574 BOT CHORD 25-26=-299/2766, 24-25=-371/3975, 23-24=-371/3975, 22-23=-263/3640, 21-22=-158/3430, 20-21=-158/3430, 19-20=-158/3430, 18-19=-158/3430, 17-18=-280/3746, 16-17=-394/4046, 15-16=-394/4046, 13-15=-394/4046 WEBS 1-26=-420/3472, 2-26=-2491/407, 2-25=-73/1229, 3-23=-428/131, 5-23=0/453, 5-22=-746/196, 6-22=-84/1089, 7-22=-666/113, 7-20=0/347, 7-18=-641/116, 9-18=-79/1095, 10-18=-828/208, 10-17=0/475, 12-17=-376/131 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 27 and 121 lb uplift at joint 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606834 8.240 s Jul 27 2019 MiTek Industries, Inc. Fri Sep 20 10:33:17 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:z?y9Ng99ffwULLm?eODbg1z3QU6-QCrLL1LgOiA0E86R9f198pvPBsbOIeVOcokfgdybmH0 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606835 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-5arHKgGEd3FOUU8ERS?VujHhJZuD1dTS_xxnQKybo6C Scale = 1:117.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 12x20 4x6 8x8 4x6 6x10 4x6 6x16 3x6 3x6 4x8 6x6 5x8 6x6 6x6 6x16 5x12 3x4 3x4 5x12 5x6 6x6 6x6 5x8 3x6 10x10 4x8 5x6 1-6-8 1-6-8 5-8-5 4-1-13 9-10-3 4-1-13 14-0-0 4-1-13 20-0-13 6-0-13 28-1-15 8-1-2 36-3-1 8-1-2 44-4-3 8-1-2 51-0-10 6-8-7 64-8-0 13-7-6 1-6-8 1-6-8 5-8-5 4-1-13 9-10-3 4-1-13 14-0-0 4-1-13 20-0-13 6-0-13 28-1-15 8-1-2 36-3-1 8-1-2 44-4-3 8-1-2 51-0-10 6-8-7 64-8-0 13-7-6 65-8-0 1-0-0 1-1-1210-4-1511-0-150-11-00-8-011-0-156.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-3-8], [11:0-5-12,0-3-0], [15:0-0-10,0-0-5], [15:0-4-10,0-0-10], [18:0-2-8,0-3-0], [28:0-2-8,0-3-0], [29:0-2-8,0-3-0], [31:0-3-0,0-6-12], [31:0-1-12 ,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 1.00 0.70 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.82 0.31 (loc) 21-24 21-24 15 l/defl >999 >947 n/a L/d 240 180 n/a PLATES MT20 Weight: 411 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 27-31: 2x4 SPF 2100F 1.8E, 23-26,15-19: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-31: 2x4 SP 2400F 2.0E, 6-26: 2x4 SPF-S Stud 2-30,2-29,3-29,3-28,5-28,5-27,12-20,12-18,14-18,14-17: 2x3 SPF WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-11 max.): 1-2, 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-25, 8-21, 10-21, 11-21, 12-20 REACTIONS.(lb/size)31=2572/Mechanical, 15=2644/0-3-8 Max Horz 31=-127(LC 4) Max Uplift 15=-108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-31=-2301/252, 1-2=-3741/438, 2-3=-5202/615, 3-5=-4911/614, 5-6=-4545/612, 6-7=-4543/714, 7-8=-3386/552, 8-10=-3878/596, 10-11=-3879/596, 11-12=-3875/571, 12-14=-4353/571, 14-15=-4766/556 BOT CHORD 30-31=-66/693, 29-30=-428/4028, 28-29=-462/4659, 27-28=-383/4341, 24-25=-231/3871, 21-24=-231/3871, 20-21=-187/3399, 18-20=-300/3812, 17-18=-396/4050, 15-17=-396/4050 WEBS 6-27=-265/152, 1-30=-400/3554, 2-30=-2078/292, 2-29=-35/641, 3-28=-386/96, 5-28=0/339, 5-27=-508/112, 25-27=-183/3244, 7-27=-243/1212, 7-25=-24/685, 8-25=-980/125, 8-24=0/321, 10-21=-493/160, 11-21=-126/965, 11-20=-34/640, 12-20=-622/165, 12-18=0/369, 14-18=-294/111, 14-17=0/275 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=108.Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606835 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:17 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-5arHKgGEd3FOUU8ERS?VujHhJZuD1dTS_xxnQKybo6C NOTES-(9-10) 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T13 Truss Type Roof Special Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606836 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-1yz1lMIU8gV6jnIdZt1z_8N8UNXdVXolRFQuVDybo6A Scale = 1:116.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 12x20 4x6 8x8 4x6 6x8 4x8 8x16 3x6 3x6 5x6 6x6 5x8 6x6 6x6 8x10 5x8 3x6 5x8 3x6 3x6 5x8 5x8 6x6 6x6 5x8 3x6 8x16 4x6 4x6 4x6 4x6 5x6 1-6-8 1-6-8 5-8-5 4-1-13 9-10-3 4-1-13 14-0-0 4-1-13 16-8-13 2-8-13 24-5-11 7-8-13 32-2-8 7-8-13 39-11-5 7-8-13 47-8-3 7-8-13 53-3-4 5-7-2 58-10-6 5-7-2 64-8-0 5-9-10 1-6-8 1-6-8 5-8-5 4-1-13 9-10-3 4-1-13 14-0-0 4-1-13 24-5-11 10-5-11 32-2-8 7-8-13 39-11-5 7-8-13 47-8-3 7-8-13 53-3-4 5-7-2 58-10-6 5-7-2 64-8-0 5-9-10 65-8-0 1-0-0 1-1-128-8-159-4-150-11-00-8-09-4-156.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-3-8], [18:Edge,0-3-12], [21:0-2-8,0-3-0], [31:0-6-0,0-3-0], [32:0-2-8,0-3-0], [33:0-2-8,0-3-0], [35:0-3-10,0-0-0], [35:1-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.77 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.86 0.26 (loc) 26 26-28 18 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 417 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 25-27: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-35: 2x8 SP 2400F 2.0E, 6-30: 2x4 SPF-S Stud 1-34,29-31,8-29,8-26,11-26,11-23: 2x4 SPF No.2 SLIDER Right 2x4 SPF-S Stud 3-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-5 max.): 1-2, 7-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-29, 10-26, 11-23, 14-23 REACTIONS.(lb/size)35=2566/Mechanical, 18=2637/0-3-8 Max Horz 35=-109(LC 4) Max Uplift 18=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-35=-1776/177, 1-2=-3571/401, 2-4=-5192/595, 4-5=-4907/594, 5-6=-4546/588, 6-7=-4434/634, 7-8=-3571/533, 8-10=-4640/632, 10-11=-4640/632, 11-13=-3617/535, 13-14=-4095/557, 14-16=-4409/551, 16-18=-4556/518 BOT CHORD 34-35=-124/1461, 33-34=-396/3896, 32-33=-442/4632, 31-32=-367/4344, 28-29=-298/4358, 26-28=-298/4358, 24-26=-300/4387, 23-24=-300/4387, 21-23=-317/3912, 20-21=-368/3867, 18-20=-368/3867 WEBS 1-34=-265/2473, 2-34=-2093/294, 2-33=-46/746, 4-32=-348/89, 5-32=0/315, 5-31=-533/124, 29-31=-223/3597, 7-31=-199/1343, 7-29=-52/446, 8-29=-1336/144, 8-28=0/305, 8-26=-65/540, 10-26=-462/149, 11-26=-67/500, 11-24=0/309, 11-23=-1316/149, 13-23=-104/1384, 14-23=-466/135 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T14 Truss Type Roof Special Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606837 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-V9XPyiI6v_dzLxtp7bYCWLvJLnqYE_LvgvAS1fybo69 Scale = 1:114.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 12x20 6x10 4x6 6x8 4x6 3x6 3x6 6x8 6x6 5x8 6x6 6x6 8x16 6x10 6x6 5x8 3x6 3x6 5x8 3x6 5x8 6x8 6x6 6x6 5x8 3x6 8x16 5x12 4x6 5x10 MT18HS 6x8 1-6-8 1-6-8 5-5-15 3-11-7 9-5-6 3-11-7 14-0-0 4-6-10 21-4-13 7-4-13 28-9-11 7-4-13 36-2-8 7-4-13 43-7-5 7-4-13 51-0-3 7-4-13 55-5-15 4-5-12 59-11-12 4-5-12 64-8-0 4-8-4 1-6-8 1-6-8 5-5-15 3-11-7 9-5-6 3-11-7 13-4-13 3-11-7 14-0-0 0-7-3 21-4-13 7-4-13 28-9-11 7-4-13 36-2-8 7-4-13 43-7-5 7-4-13 51-0-3 7-4-13 55-5-15 4-5-12 59-11-12 4-5-12 64-8-0 4-8-4 65-8-0 1-0-0 1-1-127-0-157-8-150-11-00-8-07-8-156.00 12 Plate Offsets (X,Y)-- [7:0-2-8,0-3-0], [18:Edge,0-3-12], [21:0-2-8,0-3-0], [29:0-4-12,0-2-8], [31:0-8-0,0-2-8], [32:0-2-8,0-3-0], [33:0-2-8,0-3-0], [35:1-4-4,Edge], [35:0-3-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.98 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.46 -1.17 0.32 (loc) 25-28 25-28 18 l/defl >999 >658 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 394 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 23-26,26-27: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-35: 2x8 SP 2400F 2.0E, 6-30: 2x4 SPF-S Stud 1-34,7-31,12-22: 2x4 SPF No.2, 29-31: 2x4 SPF 2100F 1.8E SLIDER Right 2x4 SPF-S Stud 2-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-1 max.): 1-2, 5-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 25-28. WEBS 1 Row at midpt 7-31, 9-29, 9-25, 12-22 REACTIONS.(lb/size)35=2566/Mechanical, 18=2637/0-3-8 Max Horz 35=-93(LC 4) Max Uplift 35=-45(LC 5), 18=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-35=-1791/176, 1-2=-3543/385, 2-3=-5198/578, 3-4=-4922/573, 4-5=-4565/570, 5-6=-4206/553, 6-7=-4178/552, 7-9=-5038/633, 9-10=-5616/688, 10-12=-5616/688, 12-13=-3827/516, 13-14=-4300/542, 14-16=-4467/531, 16-18=-4429/486 BOT CHORD 34-35=-119/1460, 33-34=-379/3863, 32-33=-430/4647, 31-32=-351/4341, 28-29=-439/5624, 25-28=-439/5624, 24-25=-379/5008, 22-24=-379/5008, 21-22=-330/3978, 20-21=-348/3740, 18-20=-348/3740 WEBS 6-31=0/334, 1-34=-253/2441, 2-34=-2060/279, 2-33=-52/795, 3-32=-369/94, 4-32=0/336, 4-31=-378/90, 5-31=-141/1329, 29-31=-379/4912, 7-31=-1275/150, 7-29=0/424, 9-29=-898/94, 9-28=0/290, 10-25=-442/143, 12-25=-96/931, 12-24=0/293, 12-22=-1760/179, 13-22=-111/1507, 14-22=-262/103, 16-21=-55/360 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 18. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T14 Truss Type Roof Special Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606837 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:20 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-V9XPyiI6v_dzLxtp7bYCWLvJLnqYE_LvgvAS1fybo69 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T15 Truss Type Roof Special Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606838 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-RXeANOKNRbthaF1CE0agbm?ZyacAitjB7DfY5Yybo67 Scale = 1:114.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 12x20 8x8 4x8 6x10 5x6 3x4 5x10 MT18HS 6x6 5x8 8x8 5x10 MT18HS 10x16 5x12 5x8 3x6 3x6 5x8 3x6 6x10 6x6 5x8 3x6 8x8 4x8 5x6 5x10 MT18HS 1-6-8 1-6-8 5-9-11 4-3-3 10-0-13 4-3-3 14-0-0 3-11-3 22-0-13 8-0-13 30-1-11 8-0-13 38-2-8 8-0-13 46-3-5 8-0-13 54-4-3 8-0-13 59-4-13 5-0-11 64-8-0 5-3-3 1-6-8 1-6-8 5-9-11 4-3-3 10-0-13 4-3-3 14-0-0 3-11-3 22-0-13 8-0-13 30-1-11 8-0-13 38-2-8 8-0-13 46-3-5 8-0-13 54-4-3 8-0-13 59-4-13 5-0-11 64-8-0 5-3-3 65-8-0 1-0-0 1-1-125-4-156-0-150-11-00-8-06-0-156.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-8], [12:0-6-4,0-3-0], [14:0-0-10,0-0-5], [14:0-4-10,0-0-10], [14:Edge,0-3-9], [17:0-2-8,0-3-0], [24:0-2-8,0-2-0], [26:0-9-8,0-6-8], [28:0-2-8,0-3-0] , [30:1-4-4,Edge], [30:0-3-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.94 0.59 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.68 -1.70 0.34 (loc) 22 20-22 14 l/defl >999 >452 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 383 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-30: 2x8 SP 2400F 2.0E, 5-25,1-29,6-22,9-22,9-19: 2x4 SPF No.2 24-26: 2x4 SPF 2100F 1.8E WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-13 max.): 1-2, 4-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-27, 6-26, 9-19 REACTIONS.(lb/size)30=2568/Mechanical, 14=2638/0-3-8 Max Horz 30=-77(LC 4) Max Uplift 30=-91(LC 5), 14=-94(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-1780/165, 1-2=-3591/376, 2-3=-5170/554, 3-4=-4907/554, 4-5=-4399/524, 5-6=-5902/674, 6-8=-7346/814, 8-9=-7346/814, 9-11=-6010/685, 11-12=-6011/685, 12-13=-4506/519, 13-14=-4640/490 BOT CHORD 29-30=-114/1463, 28-29=-369/3915, 27-28=-404/4606, 26-27=-485/5952, 22-24=-553/6649, 20-22=-604/7166, 19-20=-604/7166, 17-19=-302/4003, 16-17=-350/3909, 14-16=-350/3909 WEBS 5-26=-77/1631, 1-29=-249/2493, 2-29=-2093/279, 2-28=-41/704, 3-27=-296/94, 4-27=-162/1871, 5-27=-2495/246, 24-26=-538/6490, 6-26=-971/123, 6-24=-559/168, 6-22=-89/903, 8-22=-467/154, 9-22=-37/276, 9-20=0/335, 9-19=-1461/139, 11-19=-468/157, 12-19=-234/2511, 12-17=0/283, 13-17=-98/293 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T15 Truss Type Roof Special Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606838 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:22 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-RXeANOKNRbthaF1CE0agbm?ZyacAitjB7DfY5Yybo67 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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T16 Truss Type Half Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606839 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-RXeANOKNRbthaF1CE0agbm?j4ajFi5KB7DfY5Yybo67 Scale = 1:21.3 1 2 3 6 4 5 3x6 3x4 2x4 2-10-13 2-10-13 3-11-4 1-0-7 4-0-0 0-0-12 -1-0-0 1-0-0 2-10-13 2-10-13 4-0-0 1-1-3 1-3-03-8-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=99/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=97(LC 6) Max Uplift 4=-58(LC 7), 6=-7(LC 6) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T17 Truss Type Half Hip Qty 3 Ply 1 15 Shadow Wood Job Reference (optional) I38606840 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-wjCYbjL?Cv?XCPbOoj6v8_Xvf_3VRYaLMtO6e_ybo66 Scale = 1:17.5 1 2 3 6 4 5 3x6 3x4 2x4 2-0-0 2-0-0 3-11-4 1-11-4 4-0-0 0-0-12 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 1-3-02-11-010.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/Mechanical, 6=231/0-3-8, 5=41/Mechanical Max Horz 6=74(LC 6) Max Uplift 4=-35(LC 5), 6=-22(LC 6) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T18 Truss Type Half Hip Qty 3 Ply 1 15 Shadow Wood Job Reference (optional) I38606841 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-wjCYbjL?Cv?XCPbOoj6v8_Xub_3RRYaLMtO6e_ybo66 Scale = 1:22.6 1 2 3 6 4 5 4x6 3x4 3x4 3-11-2 3-11-2 4-0-0 0-0-14 -1-0-0 1-0-0 3-2-6 3-2-6 4-0-0 0-9-10 1-3-03-11-010.00 12 Plate Offsets (X,Y)-- [3:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=99/Mechanical, 6=231/0-3-8, 5=42/Mechanical Max Horz 6=105(LC 6) Max Uplift 4=-56(LC 6), 6=-1(LC 6) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T19 Truss Type Common Qty 2 Ply 1 15 Shadow Wood Job Reference (optional) I38606842 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-Owmwo3MdzC7OpZAbMRd8hB4ywOFqAs6UbX8fAQybo65 Scale = 1:40.7 1 2 3 4 5 6 7 11 10 9 8 4x6 3x8 3x8 3x6 3x6 10x10 10x10 10-7-8 10-7-8 21-3-0 10-7-8 -1-0-0 1-0-0 5-5-0 5-5-0 10-7-8 5-2-8 15-10-0 5-2-8 21-3-0 5-5-0 22-3-0 1-0-0 0-11-06-2-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-14], [2:Edge,0-3-8], [6:0-1-12,0-0-14], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.71 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.04 (loc) 9-11 9-11 8 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=907/0-3-8, 8=907/0-3-8 Max Horz 11=-67(LC 4) Max Uplift 11=-76(LC 6), 8=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/9, 3-4=-953/169, 4-5=-953/169, 5-6=-627/9, 2-11=-447/103, 6-8=-447/103 BOT CHORD 9-11=-78/995, 8-9=-78/995 WEBS 4-9=-16/513, 5-9=-277/142, 3-9=-277/142, 3-11=-662/208, 5-8=-662/208 NOTES-(5-6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T20 Truss Type Half Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606843 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-s6KI0PMFkWFFRilnv88NDPdFHolkvR3epBtCitybo64 Scale = 1:21.2 1 2 3 5 4 2x4 3x4 2x4 2x4 3x6 2-11-0 2-11-0 3-11-12 1-0-12 4-0-8 0-0-12 2-11-0 2-11-0 4-0-8 1-1-8 1-2-93-7-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-13], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=50/Mechanical, 5=152/Mechanical, 3=102/Mechanical Max Horz 5=100(LC 5) Max Uplift 3=-46(LC 5) Max Grav 4=79(LC 2), 5=152(LC 1), 3=102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T21 Truss Type Half Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606844 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-s6KI0PMFkWFFRilnv88NDPdF5ol1vR3epBtCitybo64 Scale: 3/4"=1' 1 2 3 5 4 2x4 3x4 2x4 2x4 3x6 1-8-10 1-8-10 3-11-12 2-3-3 4-0-8 0-0-12 1-8-10 1-8-10 4-0-8 2-3-14 1-2-92-7-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-13], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=47/Mechanical, 5=152/Mechanical, 3=105/Mechanical Max Horz 5=70(LC 5) Max Uplift 3=-40(LC 5) Max Grav 4=78(LC 2), 5=152(LC 1), 3=105(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T22 Truss Type Half Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606845 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-KIugDlNtVqN63sKzTrfcmc9OcB44euwn2rdmFJybo63 Scale = 1:20.9 1 2 3 4 9 8 7 5 6 3x6 3x4 2x4 2x4 2x4 3x4 2-3-8 2-3-8 3-11-3 1-7-11 4-0-0 0-0-13 -1-0-0 1-0-0 2-3-8 2-3-8 2-9-10 0-6-2 4-0-0 1-2-6 1-3-03-7-02-11-00-8-03-7-010.00 12 Plate Offsets (X,Y)-- [4:0-2-14,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.14 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 0.08 (loc) 8 8 5 l/defl >935 >746 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=124/Mechanical, 9=231/0-3-8, 6=17/Mechanical Max Horz 9=127(LC 6) Max Uplift 5=-57(LC 6), 9=-5(LC 6) Max Grav 5=124(LC 1), 9=231(LC 1), 6=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T23 Truss Type Half Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606846 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-KIugDlNtVqN63sKzTrfcmc9P1B6ceutn2rdmFJybo63 Scale = 1:15.8 1 2 3 4 9 8 7 5 6 3x6 2x4 2x4 2x4 3x6 3x4 2-3-8 2-3-8 3-11-4 1-7-12 4-0-0 0-0-12 -1-0-0 1-0-0 1-7-3 1-7-3 2-3-8 0-8-5 4-0-0 1-8-8 1-3-02-7-01-11-00-8-02-7-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.06 (loc) 8 8 5 l/defl >999 >942 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=124/Mechanical, 9=231/0-3-8, 6=17/Mechanical Max Horz 9=96(LC 6) Max Uplift 5=-36(LC 7), 9=-22(LC 6) Max Grav 5=124(LC 1), 9=231(LC 1), 6=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T24 Truss Type Half Hip Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606847 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-oVS3Q5OVG7Wzh0v91ZArIqiZLbRYNLBwHVMJnlybo62 Scale = 1:10.7 1 2 3 4 9 8 7 5 6 3x4 2x4 2x4 2x4 2x4 2x4 2-3-8 2-3-8 3-11-4 1-7-12 4-0-0 0-0-12 -1-0-0 1-0-0 0-4-13 0-4-13 4-0-0 3-7-3 1-3-01-7-00-11-00-8-01-7-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.05 (loc) 8 8 5 l/defl >999 >866 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=123/Mechanical, 9=221/0-3-8, 6=17/Mechanical Max Horz 9=64(LC 6) Max Uplift 5=-32(LC 4), 9=-27(LC 6) Max Grav 5=130(LC 11), 9=221(LC 1), 6=35(LC 2) 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) -1-0-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss T25 Truss Type Common Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606848 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-Gh0ReRP71ReqIAUMbGh4r1EgL?io6dX4W96tJCybo61 Scale = 1:33.8 1 2 3 4 5 10 9 8 7 6 8x14 MT18HS 4x10 4x10 2x4 2x4 2x4 0-10-15 0-10-15 7-10-0 6-11-1 14-9-1 6-11-1 15-8-8 0-11-7 -1-0-8 1-0-8 7-10-0 7-10-0 15-8-8 7-10-8 16-8-8 1-0-0 0-11-44-10-40-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [4:0-0-14,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [10:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.45 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 7-8 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 58 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* 2-10,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=686/0-4-15, 7=687/0-4-15 Max Horz 9=53(LC 5) Max Uplift 9=-83(LC 6), 7=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-374/153, 4-6=-370/150 BOT CHORD 8-9=0/473, 7-8=0/473 WEBS 3-8=0/281, 3-9=-445/46, 3-7=-450/49 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 9, 7. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG01 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606849 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-ktZprnPmolmhwK3Y8_CJOFnq0P1nr4FDkprQreybo60 Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 13 12 11 1048495051525354555657 3x6 4x6 3x6 4x6 3x8 4x6 4x6 3x6 5x8 5x8 3x6 11-5-8 11-5-8 22-11-0 11-5-8 -1-0-0 1-0-0 5-10-8 5-10-8 11-5-8 5-7-0 17-0-8 5-7-0 22-11-0 5-10-8 23-11-0 1-0-0 1-3-010-9-91-3-010.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.46 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.02 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 456 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,2-13,8-10: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=974/0-3-8, 10=974/0-3-8 Max Horz 13=-255(LC 3) Max Uplift 13=-139(LC 5), 10=-131(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-540/160, 4-5=-792/189, 5-6=-792/189, 6-8=-540/159, 2-13=-516/187, 8-10=-516/186 BOT CHORD 11-13=-100/676, 10-11=-18/676 WEBS 5-11=-119/583, 4-13=-489/41, 6-10=-489/42 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 studs spaced at 1-4-0 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) except (jt=lb) 13=139, 10=131. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 13 lb up at 0-3-2, and 34 lb down and 13 lb up at 22-8-14 on top chord, and 10 lb up at 0-8-14, 10 lb up at 2-8-14, 10 lb up at 4-8-14, 10 lb up at 6-8-14, 10 lb up at 8-8-14, 10 lb up at 10-8-14, 10 lb up at 12-8-14, 10 lb up at 14-8-14, 10 lb up at 16-8-14, and 10 lb up at 18-8-14, and 10 lb up at 20-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-13=-20 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 15 Shadow Wood Job Reference (optional) I38606850 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-VQ2qXWWnvCmYtYg4cfMBix6BGdgUjfAPa2nr6Aybo5u Scale = 1:109.0 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 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 5556 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 6x8 4x6 6x6 5x8 4x6 3x6 6x10 3x6 5x12 3x6 5x12 3x6 3x6 5x12 3x6 5x12 3x6 8x10 5x12 3x6 8x8 4x6 4x6 4x6 5x6 7-4-0 7-4-0 12-1-12 4-9-12 19-9-13 7-8-1 27-4-1 7-6-5 34-10-6 7-6-5 42-4-11 7-6-5 49-10-15 7-6-5 57-7-0 7-8-1 63-5-0 5-10-0 -1-0-0 1-0-0 7-4-0 7-4-0 12-1-12 4-9-12 19-9-13 7-8-1 27-4-1 7-6-5 34-10-6 7-6-5 42-4-11 7-6-5 49-10-15 7-6-5 57-7-0 7-8-1 63-5-0 5-10-0 65-11-0 2-6-0 0-11-04-7-01-8-04-7-06.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-5-15], [2:0-0-5,0-0-10], [3:0-6-0,0-3-0], [14:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.68 0.79 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.42 -0.89 0.17 (loc) 20-21 20-21 16 l/defl >999 >690 n/a L/d 240 180 n/a PLATES MT20 Weight: 669 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-26,5-23,8-23,8-20,11-20,11-17: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 3-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-27,26-27. WEBS 1 Row at midpt 5-26 REACTIONS.(lb/size)2=-0/0-3-8, 26=4238/0-3-8, 16=2740/0-3-8 Max Horz 2=-75(LC 14) Max Uplift 2=REL, 26=-2251(LC 4), 16=-816(LC 6) Max Grav 2=775(LC 3), 26=4238(LC 1), 16=2798(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1486/822, 3-4=-2098/1689, 4-5=-2098/1688, 5-7=-6577/1470, 7-8=-6577/1470, 8-10=-8020/2533, 10-11=-8020/2533, 11-13=-3392/1121, 13-14=-3833/1221, 14-16=-2692/829 BOT CHORD 2-27=-614/1350, 26-27=-607/1353, 24-26=0/3577, 23-24=0/3577, 21-23=-2237/8057, 20-21=-2237/8057, 18-20=-2068/6487, 17-18=-2068/6487, 16-17=-51/281 WEBS 3-27=0/330, 3-26=-1422/1145, 4-26=-582/374, 5-26=-5299/2368, 5-24=0/415, 5-23=-1668/3540, 7-23=-594/365, 8-23=-1805/961, 8-21=0/417, 8-20=-251/76, 10-20=-588/359, 11-20=-436/1748, 11-18=0/429, 11-17=-3531/1194, 13-17=-307/1217, 14-17=-998/3137 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=2251, 16=816.Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 15 Shadow Wood Job Reference (optional) I38606850 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-VQ2qXWWnvCmYtYg4cfMBix6BGdgUjfAPa2nr6Aybo5u NOTES-(12-13) 9) "/\" indicates Released bearing: allow for upward movement at joint(s) 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 78 lb up at 7-4-0, 50 lb down and 78 lb up at 9-6-4, 50 lb down and 78 lb up at 11-6-4, 50 lb down and 78 lb up at 13-6-4, 50 lb down and 78 lb up at 15-6-4, 50 lb down and 78 lb up at 17-6-4, 50 lb down and 78 lb up at 19-6-4, 50 lb down and 78 lb up at 21-6-4, 50 lb down and 78 lb up at 23-6-4, 50 lb down and 78 lb up at 25-6-4, 50 lb down and 78 lb up at 27-6-4, 50 lb down and 78 lb up at 29-6-4, 50 lb down and 78 lb up at 31-6-4, 50 lb down and 78 lb up at 33-6-4, 50 lb down and 78 lb up at 35-6-4, 50 lb down and 78 lb up at 37-6-4, 50 lb down and 78 lb up at 39-6-4, 50 lb down and 78 lb up at 41-6-4, 50 lb down and 78 lb up at 43-6-4, 50 lb down and 78 lb up at 45-6-4, 50 lb down and 78 lb up at 47-6-4, 50 lb down and 78 lb up at 49-6-4, 50 lb down and 78 lb up at 51-6-4, 50 lb down and 78 lb up at 53-6-4, and 50 lb down and 78 lb up at 55-6-4, and 58 lb down and 78 lb up at 57-7-0 on top chord, and 34 lb down at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 6-0-12, 33 lb down and 16 lb up at 7-6-4, 33 lb down and 16 lb up at 9-6-4, 33 lb down and 16 lb up at 11-6-4, 33 lb down and 16 lb up at 13-6-4, 33 lb down and 16 lb up at 15-6-4, 33 lb down and 16 lb up at 17-6-4, 33 lb down and 16 lb up at 19-6-4, 33 lb down and 16 lb up at 21-6-4, 33 lb down and 16 lb up at 23-6-4, 33 lb down and 16 lb up at 25-6-4, 33 lb down and 16 lb up at 27-6-4, 33 lb down and 16 lb up at 29-6-4, 33 lb down and 16 lb up at 31-6-4, 33 lb down and 16 lb up at 33-6-4, 33 lb down and 16 lb up at 35-6-4, 33 lb down and 16 lb up at 37-6-4, 33 lb down and 16 lb up at 39-6-4, 33 lb down and 16 lb up at 41-6-4, 33 lb down and 16 lb up at 43-6-4, 33 lb down and 16 lb up at 45-6-4, 33 lb down and 16 lb up at 47-6-4, 33 lb down and 16 lb up at 49-6-4, 33 lb down and 16 lb up at 51-6-4, 33 lb down and 16 lb up at 53-6-4, 33 lb down and 16 lb up at 55-6-4, 33 lb down and 16 lb up at 57-6-4, and 33 lb down at 59-4-4, and 31 lb down and 18 lb up at 61-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-13=-60, 13-14=-60, 14-15=-60, 2-16=-20 Concentrated Loads (lb) Vert: 3=-39(F) 6=-39(F) 13=-39(F) 27=-22(F) 5=-39(F) 24=-22(F) 23=-22(F) 7=-39(F) 17=-22(F) 9=-39(F) 19=-22(F) 22=-22(F) 29=-39(F) 30=-39(F) 31=-39(F) 32=-39(F) 33=-39(F) 34=-39(F) 35=-39(F) 36=-39(F) 37=-39(F) 38=-39(F) 39=-39(F) 40=-39(F) 41=-39(F) 42=-39(F) 43=-39(F) 44=-39(F) 45=-39(F) 46=-39(F) 47=-39(F) 48=-39(F) 49=-24(F) 50=-21(F) 51=-22(F) 52=-22(F) 53=-22(F) 54=-22(F) 55=-22(F) 56=-22(F) 57=-22(F) 58=-22(F) 59=-22(F) 60=-22(F) 61=-22(F) 62=-22(F) 63=-22(F) 64=-22(F) 65=-22(F) 66=-22(F) 67=-22(F) 68=-22(F) 69=-22(F) 70=-22(F) 71=-22(F) 72=-22(F) 73=-19(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 15 Shadow Wood Job Reference (optional) I38606851 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-KaQ6nZaYV2XibT7EzwTbyCMCe2oC7NCHy_E9Kqybo5o Scale = 1:114.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 6869 70 71 72 73 74 75 7677 78 79 80 818x8 6x10 6x8 4x6 6x6 4x8 3x4 5x10 MT18HS 5x6 5x8 5x12 5x10 MT18HS10x16 5x12 5x12 3x4 3x4 5x12 3x4 5x12 3x4 5x12 5x12 5x8 6x6 3x6 6x8 4x6 4x6 5x10 MT18HS5x10 MT18HS 1-6-8 1-6-8 4-3-12 2-9-4 7-1-0 2-9-4 14-0-0 6-11-0 21-2-11 7-2-11 28-5-5 7-2-11 35-8-0 7-2-11 42-10-11 7-2-11 50-1-5 7-2-11 57-4-0 7-2-11 60-10-4 3-6-4 64-8-0 3-9-12 1-6-8 1-6-8 4-3-12 2-9-4 7-1-0 2-9-4 14-0-0 6-11-0 21-2-11 7-2-11 28-5-5 7-2-11 35-8-0 7-2-11 42-10-11 7-2-11 50-1-5 7-2-11 57-4-0 7-2-11 59-8-3 2-4-3 62-0-5 2-4-3 64-8-0 2-7-11 65-8-0 1-0-0 1-1-123-11-04-7-00-11-00-8-04-7-06.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-3-0], [5:0-3-8,0-2-0], [17:0-0-5,0-0-10], [17:0-0-10,0-5-15], [28:0-3-0,0-2-0], [30:0-10-4,0-6-8], [34:0-1-12,0-0-0], [34:Edge,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.45 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in 1.14 -2.09 0.31 (loc) 24-27 24-27 17 l/defl >680 >370 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 766 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-34: 2x4 SP 2400F 2.0E 5-29,1-33,5-31,6-28,8-27,9-24,11-23,12-21,14-20: 2x4 SPF No.2 28-30: 2x4 SPF 2100F 1.8E WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 1-2, 4-14. BOT CHORD Structural wood sheathing directly applied or 9-10-12 oc bracing. WEBS 1 Row at midpt 5-31, 12-20 REACTIONS.(lb/size)34=3418/Mechanical, 17=3595/0-3-8 Max Horz 34=-62(LC 3) Max Uplift 34=-1129(LC 4), 17=-1079(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-34=-2509/830, 1-2=-4896/1654, 2-3=-7193/2523, 3-4=-7208/2636, 4-5=-6607/2444, 5-6=-11992/4603, 6-8=-13790/5314, 8-9=-13790/5314, 9-11=-12608/4783, 11-12=-12608/4783, 12-14=-5824/2070, 14-15=-6356/2230, 15-16=-5755/1883, 16-17=-5740/1837 BOT CHORD 33-34=-497/1437, 32-33=-1892/5531, 31-32=-2260/6446, 30-31=-4622/12141, 28-29=-191/500, 27-28=-4722/12366, 24-27=-5295/13950, 23-24=-5295/13950, 21-23=-3600/9870, 20-21=-3600/9870, 19-20=-1751/5365, 17-19=-1466/4626 WEBS 5-30=-777/2269, 1-33=-1337/3954, 2-33=-2976/1054, 2-32=-379/956, 4-31=-810/2524, 5-31=-6197/2488, 28-30=-4568/11963, 6-30=-479/208, 6-28=-1267/610, 6-27=-648/1666, 8-27=-540/341, 9-24=0/431, 9-23=-1574/674, 11-23=-582/351, 12-23=-1288/3181, 12-21=0/401, 12-20=-4716/1880, 14-20=-687/2240, 15-20=-370/688, 15-19=-706/355, 16-19=-269/790 NOTES-(13-14) 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 15 Shadow Wood Job Reference (optional) I38606851 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:43 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-KaQ6nZaYV2XibT7EzwTbyCMCe2oC7NCHy_E9Kqybo5o NOTES-(13-14) 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 34=1129, 17=1079. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 92 lb up at 7-1-0, 65 lb down and 92 lb up at 9-0-4, 65 lb down and 92 lb up at 11-0-4, 65 lb down and 92 lb up at 13-0-4, 50 lb down and 78 lb up at 15-0-4, 50 lb down and 78 lb up at 17-0-4, 50 lb down and 78 lb up at 19-0-4, 50 lb down and 78 lb up at 21-0-4, 50 lb down and 78 lb up at 23-0-4, 50 lb down and 78 lb up at 25-0-4, 50 lb down and 78 lb up at 27-0-4, 50 lb down and 78 lb up at 29-0-4, 50 lb down and 78 lb up at 31-0-4, 50 lb down and 78 lb up at 33-0-4, 50 lb down and 78 lb up at 35-0-4, 50 lb down and 78 lb up at 37-0-4, 50 lb down and 78 lb up at 39-0-4, 51 lb down and 79 lb up at 41-0-4, 51 lb down and 79 lb up at 43-0-4, 51 lb down and 79 lb up at 45-0-4, 51 lb down and 79 lb up at 47-0-4, 51 lb down and 79 lb up at 49-0-4, 51 lb down and 79 lb up at 51-0-4, 51 lb down and 79 lb up at 53-0-4, and 51 lb down and 79 lb up at 55-0-4, and 61 lb down and 79 lb up at 57-0-4 on top chord, and at 1-0-4, at 3-0-4, at 5-0-4, at 7-0-4, at 9-0-4, at 11-0-4, at 13-0-4, 33 lb down and 16 lb up at 15-0-4, 33 lb down and 16 lb up at 17-0-4, 33 lb down and 16 lb up at 19-0-4, 33 lb down and 16 lb up at 21-0-4, 33 lb down and 16 lb up at 23-0-4, 33 lb down and 16 lb up at 25-0-4, 33 lb down and 16 lb up at 27-0-4, 33 lb down and 16 lb up at 29-0-4, 33 lb down and 16 lb up at 31-0-4, 33 lb down and 16 lb up at 33-0-4, 33 lb down and 16 lb up at 35-0-4, 33 lb down and 16 lb up at 37-0-4, 33 lb down and 16 lb up at 39-0-4, 35 lb down and 13 lb up at 41-0-4, 35 lb down and 13 lb up at 43-0-4, 35 lb down and 13 lb up at 45-0-4, 35 lb down and 13 lb up at 47-0-4, 35 lb down and 13 lb up at 49-0-4, 35 lb down and 13 lb up at 51-0-4, 35 lb down and 13 lb up at 53-0-4, 35 lb down and 13 lb up at 55-0-4, 35 lb down and 13 lb up at 57-0-4, 39 lb down at 59-0-4, and 38 lb down at 61-0-4, and 36 lb down at 62-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-14=-60, 14-18=-60, 30-34=-20, 17-29=-20 Concentrated Loads (lb) Vert: 4=-64(B) 7=-39(B) 28=-22(B) 6=-39(B) 11=-47(B) 23=-27(B) 20=-27(B) 19=-27(B) 10=-39(B) 25=-22(B) 35=-64(B) 36=-64(B) 37=-64(B) 38=-39(B) 39=-39(B) 40=-39(B) 41=-39(B) 42=-39(B) 43=-39(B) 44=-39(B) 45=-39(B) 46=-39(B) 47=-39(B) 48=-47(B) 49=-47(B) 50=-47(B) 51=-47(B) 52=-47(B) 53=-47(B) 54=-47(B) 55=-47(B) 62=-22(B) 63=-22(B) 64=-22(B) 65=-22(B) 66=-22(B) 67=-22(B) 68=-22(B) 69=-22(B) 70=-22(B) 71=-22(B) 72=-22(B) 73=-27(B) 74=-27(B) 75=-27(B) 76=-27(B) 77=-27(B) 78=-27(B) 79=-27(B) 80=-30(B) 81=-26(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606852 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-omzU?vbAGMfZDdiRXd_qUPvVQSESs1mRBe_jsGybo5n Scale = 1:16.2 1 2 3 6 7 4 8 9 5 3x6 2x4 3x4 1-8-6 1-8-6 3-11-4 2-2-13 4-0-0 0-0-12 -1-0-0 1-0-0 1-8-6 1-8-6 4-0-0 2-3-10 1-3-02-8-010.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=71/Mechanical, 6=192/0-3-8, 5=39/Mechanical Max Horz 6=68(LC 5) Max Uplift 4=-43(LC 4), 6=-52(LC 5), 5=-6(LC 5) Max Grav 4=71(LC 1), 6=192(LC 1), 5=71(LC 2) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 118 lb up at 1-8-6, and 27 lb down and 97 lb up at 2-0-12 on top chord, and 1 lb down and 18 lb up at 1-8-6, and 20 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=38(F) 7=32(F) September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG05 Truss Type Half Hip Girder Qty 3 Ply 1 15 Shadow Wood Job Reference (optional) I38606853 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-GyXsCFco1fnQrnHd4LV31dSgosaabU0aQIjGOjybo5m Scale = 1:12.4 1 2 3 6 7 4 8 9 5 3x4 2x4 2x4 2-0-0 2-0-0 3-11-3 1-11-3 4-0-0 0-0-13 -1-0-0 1-0-0 0-9-10 0-9-10 4-0-0 3-2-6 1-3-01-11-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=93/Mechanical, 6=198/0-3-8, 5=41/Mechanical Max Horz 6=45(LC 5) Max Uplift 4=-39(LC 3), 6=-38(LC 5) Max Grav 4=95(LC 10), 6=198(LC 1), 5=74(LC 2) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 116 lb up at 0-9-10, and 24 lb down and 16 lb up at 2-0-12 on top chord, and 13 lb up at 0-9-10, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=38(B) 9=2(B) September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606854 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-k95EQbdQozvHSxspe20Iaq_j2FkEKvhjeyTqx9ybo5l Scale = 1:37.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 8x14 MT18HS 4x8 6x8 4x6 3x6 2x4 3x6 3x8 3x6 2x4 6x8 3-9-12 3-9-12 7-4-0 3-6-4 13-11-0 6-7-0 17-5-4 3-6-4 21-3-0 3-9-12 -1-0-0 1-0-0 3-9-12 3-9-12 7-4-0 3-6-4 13-11-0 6-7-0 17-5-4 3-6-4 21-3-0 3-9-12 22-3-0 1-0-0 0-11-04-7-00-11-04-7-06.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-2-12], [4:0-9-12,0-1-12], [5:0-4-12,0-2-4], [7:0-1-6,0-2-12], [9:0-0-0,0-2-12], [9:Edge,0-5-8], [15:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.68 0.88 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.03 (loc) 11 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 95 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-15,7-9: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=1092/0-3-8, 9=1097/0-3-8 Max Horz 15=50(LC 13) Max Uplift 15=-200(LC 5), 9=-207(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1362/246, 3-4=-1407/352, 4-5=-1272/360, 5-6=-1417/365, 6-7=-1370/257, 2-15=-830/195, 7-9=-834/202 BOT CHORD 14-15=-190/1145, 12-14=-190/1145, 11-12=-251/1263, 10-11=-150/1152, 9-10=-150/1152 WEBS 4-12=0/325, 5-11=0/329 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=200, 9=207. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 78 lb up at 8-0-12, 50 lb down and 78 lb up at 10-0-12, and 50 lb down and 78 lb up at 12-0-12, and 48 lb down and 78 lb up at 13-2-4 on top chord, and 34 lb down at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 6-0-12, 33 lb down and 16 lb up at 8-0-12, 33 lb down and 16 lb up at 10-0-12, 33 lb down and 16 lb up at 12-0-12, 33 lb down and 16 lb up at 13-2-4, 33 lb down at 15-2-4, and 32 lb down at 17-2-4, and 34 lb down at 19-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-15=-20 Continued on page 2 September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606854 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-k95EQbdQozvHSxspe20Iaq_j2FkEKvhjeyTqx9ybo5l LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-21(B) 10=-21(B) 16=-39(B) 17=-39(B) 18=-39(B) 19=-39(B) 20=-24(B) 21=-22(B) 22=-22(B) 23=-22(B) 24=-22(B) 25=-22(B) 26=-22(B) 27=-24(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606855 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-k95EQbdQozvHSxspe20Iaq_qIFwlKxGjeyTqx9ybo5l Scale = 1:12.4 1 2 5 6 3 7 8 4 2x4 3x4 2x4 2-0-0 2-0-0 3-11-4 1-11-4 4-0-0 0-0-12 0-9-10 0-9-10 4-0-0 3-2-6 1-3-01-11-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=99/Mechanical, 5=123/0-3-8, 4=46/Mechanical Max Horz 5=33(LC 5) Max Uplift 3=-39(LC 3), 5=-13(LC 3) Max Grav 3=99(LC 1), 5=123(LC 1), 4=76(LC 2) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 101 lb up at 0-9-10, and 1 lb down and 16 lb up at 2-0-12 on top chord, and 13 lb up at 0-9-10, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 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: 2=33(B) 8=2(B) September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG08 Truss Type Common Girder Qty 1 Ply 3 15 Shadow Wood Job Reference (optional) I38606856 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-DLfcdxd2YH1845R?CmXX62X0TfCR3LzttcCNTbybo5k Scale = 1:39.5 1 2 3 4 5 6 7 8910111213 14 15 16 17 18 5x8 3x4 4x6 5x8 3x4 8x8 2x4 2x4 10-7-8 10-7-8 21-3-0 10-7-8 5-5-8 5-5-8 10-7-8 5-2-0 15-9-8 5-2-0 21-3-0 5-5-8 0-11-06-2-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [7:0-5-1,0-1-8], [8:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.37 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 1-8 1-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-0-4, Right 2x4 SPF-S Stud 3-0-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1510/0-3-8, 7=1520/0-3-8 Max Horz 1=57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2138/0, 3-4=-1853/0, 4-5=-1853/0, 5-7=-2139/0 BOT CHORD 1-8=0/1820, 7-8=0/1820 WEBS 4-8=0/1247, 5-8=-294/141, 3-8=-294/137 NOTES-(7-8) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down at 1-8-12, 133 lb down at 3-8-12, 133 lb down at 5-8-12, 133 lb down at 7-8-12, 133 lb down at 9-8-12, 133 lb down at 11-8-12, 133 lb down at 13-8-12, 133 lb down at 15-8-12, and 132 lb down at 17-8-12, and 132 lb down at 19-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-133(F) 10=-133(F) 11=-133(F) 12=-133(F) 13=-133(F) 14=-133(F) 15=-133(F) 16=-133(F) 17=-132(F) 18=-132(F) September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss TG09 Truss Type Common Girder Qty 1 Ply 3 15 Shadow Wood Job Reference (optional) I38606857 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-hXD?rHegJa9_iF0CmT2mfF39n3UeooB06Gyw?1ybo5j Scale = 1:30.3 1 2 3 4 5 6 7 10 9 8 11 3x8 3x4 4x6 5x12 3x4 3x4 2x4 3x8 3x4 2x4 4-0-12 4-0-12 7-10-0 3-9-4 11-7-8 3-9-8 15-7-14 4-0-6 15-8-8 0-0-10 4-0-12 4-0-12 7-10-0 3-9-4 11-7-8 3-9-8 15-8-8 4-1-0 0-11-44-10-40-11-06.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-0-9], [7:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.63 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-3-2, Right 2x6 SPF No.2 2-3-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=931/0-3-8, 7=2893/0-4-4 Max Horz 1=-43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1455/0, 3-4=-1242/0, 4-5=-1262/0, 5-7=-2650/0 BOT CHORD 1-10=0/1188, 9-10=0/1188, 8-9=0/2361, 7-8=0/2361 WEBS 4-9=0/818, 5-9=-1575/0, 5-8=0/1260 NOTES-(8-9) 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2567 lb down at 13-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 11=-2567(B) PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V01 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606858 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-9knN2cfJ4uHrJObOJBZ?BTcMZTxsXGAALwhUYUybo5i Scale = 1:58.8 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-9-8 21-9-8 10-10-12 10-10-12 21-9-8 10-10-12 0-0-49-1-00-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-9-8. (lb) - Max Horz 1=-203(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-117(LC 6), 13=-103(LC 6), 9=-117(LC 7), 8=-102(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=339(LC 10), 13=289(LC 1), 9=338(LC 11), 8=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-256/168, 5-9=-256/167 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=117, 13=103, 9=117, 8=102. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V02 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606859 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-9knN2cfJ4uHrJObOJBZ?BTcMZTx5XFTALwhUYUybo5i Scale = 1:50.6 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-4-12 19-4-12 9-8-6 9-8-6 19-4-12 9-8-6 0-0-48-1-00-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.17 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-12. (lb) - Max Horz 1=-180(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-119(LC 6), 9=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=341(LC 10), 13=266(LC 1), 9=341(LC 11), 8=268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-258/168, 5-9=-257/168 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=119, 9=119. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V03 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606860 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-dwLlFygxrCPixYAatu5Ekg9XqtG?GjcJZaR14wybo5h Scale = 1:44.7 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-11-15 16-11-15 8-5-15 8-5-15 16-11-15 8-5-15 0-0-47-1-00-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.19 0.17 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-11-15. (lb) - Max Horz 1=-158(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-134(LC 6), 6=-134(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=382(LC 10), 6=382(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-286/178, 4-6=-286/178 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=134, 6=134. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V04 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606861 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-56u7TIgZcVXZZiknRbcTHuhf9GdY?AEToEAacMybo5g Scale = 1:38.5 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 14-7-2 14-7-2 7-3-9 7-3-9 14-7-2 7-3-9 0-0-46-1-00-0-410.00 12 Plate Offsets (X,Y)-- [3:0-2-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.10 0.15 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-2. (lb) - Max Horz 1=-135(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-114(LC 6), 6=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=252(LC 1), 8=317(LC 10), 6=317(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=114, 6=114. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V05 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606862 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-56u7TIgZcVXZZiknRbcTHuhgUGdk?BxToEAacMybo5g Scale: 3/8"=1' 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 12-2-5 12-2-5 6-1-3 6-1-3 12-2-5 6-1-3 0-0-45-1-00-0-410.00 12 Plate Offsets (X,Y)-- [3:0-2-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.09 0.10 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-2-5. (lb) - Max Horz 1=-112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-101(LC 6), 6=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=261(LC 1), 8=279(LC 10), 6=279(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=101, 6=101. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V06 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606863 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-ZJSVgehBNpfQAsJz?J7ip5EpNgvwkeOc1uw88pybo5f Scale = 1:27.5 1 2 3 44x6 8x8 4x6 2x4 9-9-8 9-9-8 4-10-12 4-10-12 9-9-8 4-10-12 0-0-44-1-00-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [2:Edge,0-2-8], [3:0-1-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.35 0.09 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=184/9-9-8, 3=184/9-9-8, 4=369/9-9-8 Max Horz 1=-89(LC 4) Max Uplift 1=-14(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V07 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606864 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-1V0uu_ip87nHo0u9Y0exMJn_q4HvT6PlFYfhhFybo5e Scale = 1:21.2 1 2 3 4 2x4 3x4 2x4 2x4 7-4-12 7-4-12 3-8-6 3-8-6 7-4-12 3-8-6 0-0-43-1-00-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.39 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/7-4-12, 3=155/7-4-12, 4=236/7-4-12 Max Horz 1=-66(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-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V08 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606865 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-1V0uu_ip87nHo0u9Y0exMJn2K4J3T6jlFYfhhFybo5e Scale = 1:13.1 1 2 3 4 2x4 3x4 2x4 2x4 4-11-15 4-11-15 2-5-15 2-5-15 4-11-15 2-5-15 0-0-42-1-00-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 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: 10 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 4-11-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/4-11-15, 3=100/4-11-15, 4=153/4-11-15 Max Horz 1=43(LC 5) Max Uplift 1=-15(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V09 Truss Type Valley Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606866 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-VhaG5KjRvQv8QATM6k9AuWJF5UfWCZFvUCPFDhybo5d Scale = 1:8.2 1 2 3 2x4 2x4 2x4 2-6-13 2-6-13 2-7-2 0-0-5 1-3-9 1-3-9 2-7-2 1-3-9 0-0-41-1-00-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.09 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=81/2-6-8, 3=81/2-6-8 Max Horz 1=-20(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V10 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606867 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-VhaG5KjRvQv8QATM6k9AuWJBgUfSCYDvUCPFDhybo5d Scale = 1:23.6 1 2 3 4 5 8 7 63x4 3x8 3x4 2x4 2x4 2x4 2x4 2x4 14-0-6 14-0-6 7-0-3 7-0-3 14-0-6 7-0-3 0-0-43-6-20-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.09 0.07 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: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-6. (lb) - Max Horz 1=-32(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=306(LC 1), 8=296(LC 10), 6=296(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) The Fabrication Tolerance at joint 3 = 12% 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 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.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V11 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606868 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-_t8eJgk3gk1?1J2YgRgPRksLzuznx0?2js8ol7ybo5c Scale = 1:14.3 1 2 3 4 2x4 3x4 2x4 2x4 7-4-6 7-4-6 3-8-3 3-8-3 7-4-6 3-8-3 0-0-41-10-20-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=130/7-4-6, 3=130/7-4-6, 4=255/7-4-6 Max Horz 1=16(LC 5) Max Uplift 1=-19(LC 6), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V12 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606869 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-_t8eJgk3gk1?1J2YgRgPRksJNuzdx?T2js8ol7ybo5c Scale = 1:20.4 1 2 3 43x8 4x8 3x8 2x4 11-4-1 11-4-1 5-8-0 5-8-0 11-4-1 5-8-1 0-0-42-10-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.22 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=172/11-4-1, 3=172/11-4-1, 4=463/11-4-1 Max Horz 1=25(LC 5) Max Uplift 1=-16(LC 6), 3=-20(LC 7), 4=-7(LC 6) Max Grav 1=178(LC 10), 3=178(LC 11), 4=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-300/115 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V13 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606870 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-S4i0W0kiR29sfTdkE9Be_xPWmHI2gTFCyVuLHaybo5b Scale = 1:14.3 1 2 3 4 2x4 3x4 2x4 2x4 7-4-1 7-4-1 3-8-0 3-8-0 7-4-1 3-8-0 0-0-41-10-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=129/7-4-1, 3=129/7-4-1, 4=254/7-4-1 Max Horz 1=16(LC 5) Max Uplift 1=-19(LC 6), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 15_Shadow_Wood Truss V14 Truss Type GABLE Qty 1 Ply 1 15 Shadow Wood Job Reference (optional) I38606871 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Sep 20 08:28:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:z?y9Ng99ffwULLm?eODbg1z3QU6-wGGOjMlKCLHjHdCwnsjtW9xm5hgcPw_LA9dvq0ybo5a Scale = 1:6.9 1 2 3 2x4 2x4 2x4 3-4-1 3-4-1 1-8-0 1-8-0 3-4-1 1-8-0 0-0-40-10-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/3-4-1, 3=96/3-4-1 Max Horz 1=6(LC 5) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 20,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths