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HomeMy WebLinkAboutI38557277.19_Shadow_Wood16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). September 17,2019 Liu, Xuegang Pages or sheets covered by this seal: I38557277 thru I38557324 My license renewal date for the state of Indiana is July 31, 2020. 19_Shadow_Wood 19 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 19_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557277 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-64ZzmppRoxkQHJ1Elutt9sgq0BP9PCW86_bvhVyckSS Scale = 1:82.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 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 3x4 3x6 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11- 9 -1 4 21-9-0 21-9-0 -0-11-0 0-11-0 21-9-0 21-9-0 1-0-013-8-47.00 12 Plate Offsets (X,Y)-- [8:0-1-11,Edge], [14:0-3-12,Edge], [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.46 0.42 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 452 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* 14-15: 2x4 SPF 2100F 1.8E OTHERS 2x3 SPF No.2 *Except* 13-16,12-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-15, 13-16, 12-17, 11-18, 10-19 REACTIONS.All bearings 21-9-0. (lb) - Max Horz 26=408(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23 except 26=-171(LC 4), 25=-232(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 except 26=360(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-267/135, 2-3=-396/215, 3-4=-317/182, 4-5=-302/183, 5-6=-278/179, 6-7=-254/175 NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23 except (jt=lb) 26=171, 25=232. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE02 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557278 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-aH7Lz9q3ZFsHvTcQJbP6i3D1gbni8fiHKeLSDxyckSR Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-0-0 20-0-0 -0-11-0 0-11-0 20-0-0 20-0-0 0-11-010-11-06.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.27 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 13-14: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 12-15, 11-16 REACTIONS.All bearings 20-0-0. (lb) - Max Horz 24=338(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21 except 23=-153(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/21, 3-4=-250/28 NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17, 18, 19, 20, 21 except (jt=lb) 23=153. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557279 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-3ThjBVrhKY_8XdBdsJwLFHlFT?90t6IRZI40mNyckSQ Scale = 1:43.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-8 14-0-8 -0-11-0 0-11-0 7-0-4 7-0-4 14-0-8 7-0-4 14-11-8 0-11-0 1-2-06-5-31-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-0-8. (lb) - Max Horz 20=155(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-127(LC 4), 12=-105(LC 5), 19=-118(LC 5), 13=-103(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=127, 12=105, 19=118, 13=103. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE04 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557280 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-XfF5OqrJ5s6?8nmpQ0RanUIRoPWTcaHaoyqZIqyckSP Scale = 1:44.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 2x4 2x4 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-1-0 20-1-0 -0-11-0 0-11-0 10-10-11 10-10-11 20-1-0 9-2-5 21-0-0 0-11-0 0-11-06-4-61-0-06.00 12 7.00 12 Plate Offsets (X,Y)-- [7:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.06 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 224 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-1-0. (lb) - Max Horz 25=159(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 22, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 22, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 22, 23, 24, 18, 17, 16, 15. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE05 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557281 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-?spTcAsxsAEsmxL?_kypKirampr_L1qj1cZ7qGyckSO Scale = 1:35.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 13 12 11 10 9 8 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 11-0-0 11-0-0 0-11-06-5-06.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 125 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* 7-8: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-0. (lb) - Max Horz 13=197(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 13, 8, 9, 10, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11, 12. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE06 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557282 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-?spTcAsxsAEsmxL?_kypKirYwpoQL0Tj1cZ7qGyckSO Scale: 3/16"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-8 19-11-8 -0-11-0 0-11-0 19-11-8 19-11-8 0-11-010-10-126.00 12 Plate Offsets (X,Y)-- [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.27 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 337 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-24: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 12-15, 11-16 REACTIONS.All bearings 19-11-8. (lb) - Max Horz 24=337(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22 except 23=-154(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 24, 15, 16, 17, 18, 19, 20, 21, 22, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/20, 3-4=-250/28 NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 22 except (jt=lb) 23=154. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE07 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557283 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-T2NspWtZdTMiO4vCYRT2svNfeC454L8tFGJgMiyckSN Scale = 1:61.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 30 31 32 3x8 4x10 3x4 2x4 3x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 0-6-14 4-3-97-8-4 7-8-4 14-10-0 7-1-13 15-3-8 0-5-8 2-2-2 2-2-2 7-8-4 5-6-2 14-10-0 7-1-13 15-3-8 0-5-8 1-0-09-11-18-7-49-11-17.00 12 Plate Offsets (X,Y)-- [5:0-4-8,Edge], [21:0-1-15,0-0-0], [24:0-1-15,0-0-0], [27:0-1-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.60 0.56 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.17 (loc) 6-7 6-7 31 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 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* 5-6: 2x4 SPF No.2, 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 5-30: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)8=653/0-3-8, 31=603/0-3-8 Max Horz 8=274(LC 6) Max Uplift 31=-136(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/0 BOT CHORD 7-8=-144/580, 6-7=-144/580 WEBS 3-7=0/336, 3-6=-690/170, 6-30=-66/459, 5-30=-66/459, 2-8=-616/0, 5-31=-666/158 NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Bearing at joint(s) 31 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 31=136. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 17,2019 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 19_Shadow_Wood Truss GE08 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557284 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-xExE1suCOnUZ?EUO58_HP7wrXcU?pwf0Uw2Dv8yckSM Scale = 1:57.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x6 2x4 2x4 2x4 6x6 2x4 2x4 5x6 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-1-0 23-1-0 14-11-14 14-11-14 23-1-0 8-1-2 1-7-69-1-54-4-116.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [9:0-1-12,Edge], [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.26 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 379 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* 13-14: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-18 REACTIONS.All bearings 23-1-0. (lb) - Max Horz 26=265(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 18, 19, 20, 21, 22, 23, 24, 17, 16, 15 except 26=-121(LC 4), 25=-421(LC 5) Max Grav All reactions 250 lb or less at joint(s) 14, 18, 19, 20, 21, 22, 23, 24, 25, 17, 16, 15 except 26=492(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-278/68, 1-2=-304/75 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 18, 19, 20, 21, 22, 23, 24, 17, 16, 15 except (jt=lb) 26=121, 25=421. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE09 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557285 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-td2_RYvSwOkHFYemDZ1lUY?GLQCdHq8JyEXKz1yckSK Scale = 1:67.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 3x6 2x4 3x4 3x6 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 28-4-11 28-4-11 29-7-8 1-2-13 15-0-6 15-0-6 28-4-11 13-4-5 29-7-8 1-2-13 1-7-29-9-150-8-101-3-130-8-106.00 12 7.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [9:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.12 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 433 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-26 REACTIONS.All bearings 29-7-8. (lb) - Max Horz 35=228(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 35, 18, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 except 34=-194(LC 5) Max Grav All reactions 250 lb or less at joint(s) 35, 18, 19, 26, 27, 29, 30, 31, 32, 33, 34, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-36/255, 9-10=-41/264 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 18, 27, 29, 30, 31, 32, 33, 25, 24, 23, 22, 21, 20 except (jt=lb) 34=194. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 35, 18, 19, 26, 27, 29, 30, 31, 32, 33, 34, 25, 24, 23, 22, 21, 20. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). September 17,2019 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 19_Shadow_Wood Truss GE10 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557286 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-td2_RYvSwOkHFYemDZ1lUY?DFQ7GHpaJyEXKz1yckSK Scale = 1:28.0 Sheet Back Left Option 0-4-2 1 Ply 7/16OSB8 1 2 3 4 5 8 7 6 4x10 2x4 2x4 3x4 3x8 3x4 3x4 0-4-2 0-4-0 0-4-0 0-4-2 0-0-2 7-3-3 6-11-1 8-6-12 1-3-9 -0-11-0 0-11-0 7-3-3 7-3-3 8-6-12 1-3-9 0-10-84-2-74-11-94-8-10-3-84-11-95.50 12 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.45 0.40 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.00 (loc) 7-8 7-8 6 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 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* 4-7,4-6: 2x3 SPF No.2, 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=401/0-3-0, 6=323/0-1-8 Max Horz 8=151(LC 5) Max Uplift 8=-46(LC 6), 6=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/131, 2-8=-363/212 WEBS 4-7=0/321, 4-6=-548/202 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557287 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-LpcMfuw4gis8siDznHY_1lYQmqY90I9SAuHtWTyckSJ Scale = 1:40.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-5-0 11-5-0 -1-0-0 1-0-0 11-5-0 11-5-0 0-11-06-7-84-4-66-7-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.05 (loc) 13-14 13-14 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 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* 7-9: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 8-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-5-0 except (jt=length) 15=0-5-8, 15=0-5-8. (lb) - Max Horz 14=226(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 9, 10, 11, 12, 13, 15 Max Grav All reactions 250 lb or less at joint(s) 14, 9, 10, 11, 12, 13, 15, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9, 10, 11, 12, 13, 15. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss GE16 Truss Type GABLE Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557288 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-ICk74ayKCJ7s6?NLuiaS6AdmCdEgUBZleCm_aMyckSH Scale = 1:61.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 40 38 41 39464244 47 43 45 2x4 3x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-0-0 2-0-02-0-05-1-89-1-8 9-1-8 10-5-8 1-4-0 11-9-8 1-4-0 20-11-0 9-1-8 -0-11-0 0-11-0 9-1-8 9-1-8 10-5-8 1-4-0 11-9-8 1-4-0 20-11-0 9-1-8 21-10-0 0-11-0 1-2-09-0-21-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.21 0.10 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 342 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* 2-37,18-20: 2x4 SPF-S Stud, 42-43: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 38, 39, 42, 43 REACTIONS.All bearings 20-11-0. (lb) - Max Horz 37=215(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 20, 30, 26, 31, 33, 34, 35, 25, 24, 23, 22, 21 except 36=-112(LC 5) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 30, 26, 31, 33, 34, 35, 36, 25, 24, 23, 22, 21, 28, 27, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-18/254, 10-11=-18/254 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 20, 30, 26, 31, 33, 34, 35, 25, 24, 23, 22, 21 except (jt=lb) 36=112. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M02 Truss Type MONOPITCH Qty 4 Ply 1 19 Shadow Wood Job Reference (optional) I38557289 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-ICk74ayKCJ7s6?NLuiaS6AddSd4TU52leCm_aMyckSH Scale = 1:75.2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 3x6 5x8 10x10 3x6 4x6 2x4 3x6 2x4 5x8 3x4 3x6 11 -9 - 14 11-0-4 11-0-4 22-0-8 11-0-4 -0-11-0 0-11-0 2-2-2 2-2-2 7-5-0 5-2-14 14-7-8 7-2-8 22-0-8 7-5-0 1-0-013-10-59-3-1413-10-57.00 12 Plate Offsets (X,Y)-- [7:0-4-8,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.77 0.75 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.94 0.67 (loc) 8-10 8-10 13 l/defl >492 >278 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-10,6-10,3-11: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)11=1086/0-3-8, 13=1052/0-3-0 Max Horz 11=356(LC 5) Max Uplift 11=-13(LC 6), 13=-167(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/0, 3-4=-1302/26, 4-6=-1111/49, 8-12=-93/913, 7-12=-93/913 BOT CHORD 10-11=-165/1052, 8-10=-96/596 WEBS 4-10=-293/202, 6-10=-37/769, 6-8=-917/197, 3-11=-1098/81, 7-13=-1056/169 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 13=167. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M03 Truss Type MONOPITCH Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557290 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-mOIVHvyyzdFjk9yYSP5heOAo61RLDTovssVY6oyckSG Scale = 1:62.9 1 2 3 4 5 6 10 9 8 7 11 12 13 14 3x6 4x8 4x8 3x6 3x6 2x4 2x4 5x8 3x4 3x6 9-4-14 9-4-14 17-8-14 8-4-0 -0-11-0 0-11-0 2-2-2 2-2-2 9-4-14 7-2-12 17-8-14 8-4-0 1-0-011-4-39-3-1411-4-37.00 12 Plate Offsets (X,Y)-- [6:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.77 0.65 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.40 0.26 (loc) 9-10 9-10 12 l/defl >999 >527 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 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* 6-7: 2x4 SPF No.2, 2-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)10=905/0-3-8, 12=817/0-3-8 Max Horz 10=312(LC 5) Max Uplift 10=-28(LC 6), 12=-123(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/0, 3-4=-970/47, 7-11=-61/649, 6-11=-61/649 BOT CHORD 9-10=-87/764, 7-9=-87/764 WEBS 4-9=0/443, 4-7=-929/184, 3-10=-815/117, 6-12=-834/131 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 12=123. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M04 Truss Type MONOPITCH Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557291 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-EbstVFzbkxNaLJXk07cwBbjynRkjy?s25WF5fEyckSF Scale = 1:54.6 1 2 3 4 5 6 9 8 7 10 11 12 13 3x6 4x8 3x6 3x4 2x4 2x4 5x6 3x4 9-4-13 9-4-13 15-6-12 6-1-15 -0-11-0 0-11-0 2-2-2 2-2-2 9-4-13 7-2-11 15-6-12 6-1-15 1-0-010-0-159-3-1410-0-157.00 12 Plate Offsets (X,Y)-- [6:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.84 0.83 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.49 0.13 (loc) 8-9 8-9 11 l/defl >994 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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* 6-7: 2x4 SPF No.2, 2-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)9=790/0-3-8, 11=722/0-3-8 Max Horz 9=289(LC 5) Max Uplift 9=-38(LC 6), 11=-98(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-739/74, 7-10=-84/637, 6-10=-84/637 BOT CHORD 8-9=-79/584, 7-8=-79/584 WEBS 4-8=0/423, 4-7=-833/166, 3-9=-706/122, 6-11=-901/174 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M05 Truss Type GABLE Qty 8 Ply 1 19 Shadow Wood Job Reference (optional) I38557292 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-EbstVFzbkxNaLJXk07cwBbj0dRpzyz725WF5fEyckSF Scale = 1:54.8 1 2 3 4 5 8 7 6 9 10 11 3x8 4x10 3x4 2x4 3x4 2x4 4x6 3x4 4x6 0-6-14 4-3-97-8-4 7-8-4 14-10-0 7-1-13 15-3-8 0-5-8 2-2-2 2-2-2 7-8-4 5-6-2 14-10-0 7-1-13 15-3-8 0-5-8 1-0-09-11-18-7-49-11-17.00 12 Plate Offsets (X,Y)-- [5:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.60 0.56 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.17 (loc) 6-7 6-7 10 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 1-8: 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 REACTIONS.(lb/size)8=653/Mechanical, 10=603/0-3-8 Max Horz 8=274(LC 6) Max Uplift 10=-136(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-730/0 BOT CHORD 7-8=-144/580, 6-7=-144/580 WEBS 3-7=0/336, 3-6=-690/170, 6-9=-66/459, 5-9=-66/459, 2-8=-616/0, 5-10=-666/158 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearings are assumed to be: , Joint 10 SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=136. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss M06 Truss Type JACK-CLOSED Qty 2 Ply 1 19 Shadow Wood Job Reference (optional) I38557293 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-inQFib_DVEVRzT6wZq79kpFBWr6GhQ_CKA_eBhyckSE Scale = 1:54.8 1 2 3 4 7 6 5 8 9 10 11 2x4 4x6 4x6 4x10 3x8 3x4 3x4 4x6 5-6-6 5-6-6 14-10-0 9-3-10 15-3-8 0-5-8 5-6-6 5-6-6 7-9-8 2-3-2 14-10-0 7-0-8 15-3-8 0-5-8 1-8-54-2-119-11-18-7-49-11-15.50 12 7.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.59 0.75 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.68 0.16 (loc) 5-6 5-6 9 l/defl >695 >266 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7: 2x4 SPF-S Stud, 4-5: 2x4 SPF No.2 OTHERS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)7=641/Mechanical, 9=615/0-3-8 Max Horz 7=263(LC 6) Max Uplift 9=-135(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-638/0, 1-2=-797/0, 2-3=-746/0 BOT CHORD 6-7=-301/67, 5-6=-141/517 WEBS 1-6=0/614, 3-6=-6/379, 3-5=-617/166, 5-8=-55/468, 4-8=-55/468, 4-9=-682/167 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=135. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss M07 Truss Type MONOPITCH Qty 3 Ply 1 19 Shadow Wood Job Reference (optional) I38557294 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-Azzdvx?rGYdIbdg77XfOG0oKrENxQseLZqkCj7yckSD Scale = 1:60.7 1 2 3 4 5 6 7 10 9 8 11 16 17 3x6 4x8 5x12 4x6 3x6 4x6 2x4 8x8 3x6 3x6 10-0-2 10-0-2 20-3-8 10-3-6 -0-11-0 0-11-0 6-9-13 6-9-13 13-6-11 6-8-14 20-3-8 6-8-13 0-11-011-0-129-3-1411-0-126.00 12 Plate Offsets (X,Y)-- [2:0-7-1,Edge], [7:0-4-8,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.74 0.98 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.88 -0.17 (loc) 8-10 8-10 16 l/defl >489 >276 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)2=918/0-3-8, 16=912/0-3-0 Max Horz 2=310(LC 5) Max Uplift 2=-46(LC 6), 16=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1255/126, 4-6=-1033/120, 8-11=-88/792, 7-11=-88/792 BOT CHORD 2-10=-141/1046, 8-10=-88/577 WEBS 4-10=-305/188, 6-10=-33/634, 6-8=-829/196, 7-16=-938/151 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 16=119. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M08 Truss Type MONOPITCH Qty 5 Ply 1 19 Shadow Wood Job Reference (optional) I38557295 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-Azzdvx?rGYdIbdg77XfOG0oPCEV6QqVLZqkCj7yckSD Scale = 1:63.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 6x16 8x8 2x4 2x4 5x8 2x4 3x4 3x4 3x6 8x10 3x8 3x12 3x6 2-3-8 2-3-8 8-5-8 6-2-1 14-6-0 6-0-7 20-3-8 5-9-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-5-8 6-2-1 14-6-0 6-0-7 20-3-8 5-9-8 0-11-011-0-129-3-1411-0-120-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [7:0-6-9,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.40 0.45 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.18 0.15 (loc) 11-12 11-12 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-13,6-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,7-10: 2x4 SPF No.2, 2-14,2-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)14=866/0-3-8, 16=774/0-3-0 Max Horz 14=321(LC 5) Max Uplift 14=-50(LC 6), 16=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1559/179, 3-4=-1191/114, 4-6=-613/93, 6-7=-620/181, 2-14=-829/131 BOT CHORD 11-12=-286/1490, 10-11=-111/997, 6-10=-388/137 WEBS 3-11=-500/177, 4-11=0/342, 4-10=-631/158, 7-10=-191/954, 2-12=-166/1277, 7-16=-794/153 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 16=119. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M09 Truss Type MONOPITCH Qty 6 Ply 1 19 Shadow Wood Job Reference (optional) I38557296 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-e9X07H?T1sl9CnFJhFAdpEKWFek59J4UnTTlFZyckSC Scale = 1:60.6 1 2 3 4 5 6 7 10 9 8 11 16 17 3x6 4x8 6x10 4x6 3x6 3x6 2x4 10x10 3x6 3x6 1-8-1010-0-2 10-0-2 19-11-8 9-11-7 20-3-0 0-3-8 -0-11-0 0-11-0 6-9-13 6-9-13 13-6-10 6-8-13 20-3-0 6-8-6 0-11-011-0-89-3-1411-0-86.00 12 Plate Offsets (X,Y)-- [7:0-4-8,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.92 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.78 -0.14 (loc) 8-10 8-10 16 l/defl >545 >308 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)2=914/0-3-8, 16=907/0-3-0 Max Horz 2=309(LC 5) Max Uplift 2=-46(LC 6), 16=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1243/128, 4-6=-1022/122, 8-11=-83/790, 7-11=-83/790 BOT CHORD 2-10=-141/1035, 8-10=-88/573 WEBS 4-10=-304/189, 6-10=-39/620, 6-8=-819/192, 7-16=-934/154 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 16=119. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M09A Truss Type MONOPITCH Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557297 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-6M5OKd05o9t?qwqVFyhsLRtea2CeuuZe07DJo0yckSB Scale = 1:38.7 1 2 3 5 4 6 7 4x6 6x6 3x4 4x8 3x4 3x4 1-8-109-3-0 9-3-0 4-7-8 4-7-8 9-3-0 4-7-8 2-0-106-8-24-11-86-8-26.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.86 0.38 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 -0.05 (loc) 4-5 4-5 7 l/defl >568 >229 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=358/0-5-8, 7=339/0-3-8 Max Horz 5=172(LC 5) Max Uplift 7=-72(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-346/126 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M11 Truss Type ROOF SPECIAL Qty 5 Ply 1 19 Shadow Wood Job Reference (optional) I38557298 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-6M5OKd05o9t?qwqVFyhsLRtmV2C9uuze07DJo0yckSB Scale = 1:28.0 1 2 3 4 7 6 5 4x8 2x4 3x4 2x4 3x4 3x4 0-4-0 0-4-0 7-3-3 6-11-3 8-6-12 1-3-9 -0-11-0 0-11-0 7-3-3 7-3-3 8-6-12 1-3-9 0-10-84-2-74-11-94-8-10-3-84-11-95.50 12 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.35 0.42 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 6-7 6-7 5 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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* 4-5: 2x4 SPF-S Stud, 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=401/0-3-0, 5=323/0-1-8 Max Horz 7=151(LC 5) Max Uplift 7=-46(LC 6), 5=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/54, 2-7=-355/166 WEBS 3-6=0/328, 3-5=-523/193 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss M12 Truss Type ROOF SPECIAL Qty 2 Ply 1 19 Shadow Wood Job Reference (optional) I38557299 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-bYfmYz1jZT?sS4PhogC5ufQqHSWKdLTnFnysKSyckSA Scale = 1:28.0 1 2 3 4 8 6 5 7 4x6 2x4 2x4 2x4 2x4 3x4 0-4-0 0-4-0 3-9-4 3-5-4 7-3-3 3-5-15 8-6-12 1-3-9 -0-11-0 0-11-0 7-3-3 7-3-3 8-6-12 1-3-9 0-10-84-2-74-11-94-8-10-3-84-11-95.50 12 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MP 0.79 0.55 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.11 -0.00 (loc) 6-7 6-7 5 l/defl >665 >498 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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* 4-5: 2x4 SPF-S Stud, 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=292/0-3-0, 5=233/0-1-8, 7=199/0-3-8 Max Horz 8=151(LC 5) Max Uplift 8=-152(LC 6), 5=-133(LC 6) Max Grav 8=292(LC 1), 5=233(LC 1), 7=238(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-285/206 WEBS 3-6=-374/0, 3-5=-21/416 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=152, 5=133. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557300 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-3kD8lJ2LKn7j3E_uMNjKRsy2EsqFMm9xTRiPsuyckS9 Scale = 1:40.5 1 2 3 4 5 6 7 8 9 12 11 10 4x6 6x10 4x6 3x6 2x4 3x8 2x4 3x8 2x4 3x4 10-10-11 10-10-11 20-1-0 9-2-5 -0-11-0 0-11-0 5-9-4 5-9-4 10-10-11 5-1-7 15-4-5 4-5-9 17-10-14 2-6-9 20-1-0 2-2-2 21-0-0 0-11-0 0-11-06-4-61-0-06.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.59 0.70 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.03 (loc) 12-15 12-15 10 l/defl >999 >526 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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* 8-10: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=852/0-3-8, 10=862/0-3-8 Max Horz 2=147(LC 5) Max Uplift 2=-70(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=-1115/176, 4-5=-844/127, 5-6=-837/136, 6-7=-977/151 BOT CHORD 2-12=-72/938, 10-12=-28/783 WEBS 4-12=-321/155, 5-12=-18/493, 7-10=-938/130 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T03 Truss Type COMMON Qty 3 Ply 1 19 Shadow Wood Job Reference (optional) I38557301 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-3kD8lJ2LKn7j3E_uMNjKRsy3xsvrMpJxTRiPsuyckS9 Scale = 1:40.2 1 2 3 4 5 8 7 6 3x4 3x4 3x8 4x6 5x8 5x8 7-0-4 7-0-4 14-0-8 7-0-4 -0-11-0 0-11-0 7-0-4 7-0-4 14-0-8 7-0-4 14-11-8 0-11-0 1-2-06-5-31-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.54 0.34 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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* 2-8,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=614/0-5-8, 6=614/0-3-8 Max Horz 8=155(LC 5) Max Uplift 8=-52(LC 6), 6=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/81, 3-4=-560/81, 2-8=-553/113, 4-6=-553/113 BOT CHORD 7-8=-208/283, 6-7=-96/283 WEBS 3-7=0/279 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) The Fabrication Tolerance at joint 2 = 16%, joint 4 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T04 Truss Type Roof Special Qty 4 Ply 1 19 Shadow Wood Job Reference (optional) I38557302 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-XxnWzf3_54FahOZ4w5EZz4V9WFDS5C64i5RzOKyckS8 Scale = 1:56.6 1 2 3 4 5 10 9 8 7 6 3x6 5x10 MT18HS 5x6 3x4 3x6 3x6 3x6 5x6 3x4 3x8 7-7-3 7-7-3 14-11-14 7-4-11 23-1-0 8-1-2 7-7-3 7-7-3 14-11-14 7-4-11 23-1-0 8-1-2 1-7-69-1-54-4-116.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-7-4,0-1-12], [5:Edge,0-1-12], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.88 0.51 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.02 (loc) 6-7 6-7 6 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS.(lb/size)10=912/0-3-8, 6=912/0-3-8 Max Horz 10=265(LC 5) Max Uplift 10=-48(LC 6), 6=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1179/162, 2-4=-750/170, 4-5=-780/167, 1-10=-840/138, 5-6=-838/135 BOT CHORD 7-9=-84/976 WEBS 2-7=-522/160, 4-7=0/325, 1-9=-26/855, 5-7=0/592 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T05 Truss Type Roof Special Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557303 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-?7LvA_3csONRJY8GUomoWH2NkfWQqaDDxlBWxnyckS7 Scale = 1:55.6 1 2 3 4 5 6 11 10 9 8 71213 3x6 4x6 3x4 3x4 3x6 3x6 3x6 3x8 3x4 5x6 5x6 7-7-3 7-7-3 14-11-14 7-4-11 26-11-14 12-0-0 7-7-3 7-7-3 14-11-14 7-4-11 20-10-10 5-10-12 26-11-14 6-1-4 1-7-69-1-52-1-56.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-4,0-2-0], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.65 0.59 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.97 0.03 (loc) 7-8 7-8 7 l/defl >832 >329 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud, 6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 5-7 REACTIONS.(lb/size)11=1097/0-3-8, 7=1170/0-3-8 Max Horz 11=237(LC 5) Max Uplift 11=-54(LC 6), 7=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1471/192, 2-4=-1129/189, 4-5=-1142/202, 5-6=-278/73, 1-11=-1016/156, 6-7=-258/69 BOT CHORD 8-10=-100/1238, 7-8=-58/988 WEBS 2-8=-437/174, 4-8=-54/623, 1-10=-58/1109, 5-7=-1101/139 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T06 Truss Type Roof Special Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557304 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-?7LvA_3csONRJY8GUomoWH2NQfWzqehDxlBWxnyckS7 Scale = 1:58.0 1 2 3 4 5 6 7 8 13 12 11 10 9 3x6 4x6 3x6 3x4 3x6 3x6 3x8 3x8 3x6 2x4 5x6 5x8 3x4 7-7-3 7-7-3 14-11-14 7-4-11 22-1-2 7-1-4 29-4-14 7-3-12 7-7-3 7-7-3 14-11-14 7-4-11 22-1-2 7-1-4 29-4-14 7-3-12 1-7-69-1-50-8-76.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-4,0-2-0], [8:0-4-6,Edge], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.67 0.62 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.06 (loc) 12-13 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 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* 1-13: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 6-10 REACTIONS.(lb/size)13=1170/0-3-8, 8=1170/0-3-8 Max Horz 13=213(LC 5) Max Uplift 13=-55(LC 6), 8=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1603/202, 2-4=-1232/217, 4-6=-1267/225, 6-8=-1760/197, 1-13=-1099/162 BOT CHORD 10-12=-114/1355, 9-10=-89/1443, 8-9=-89/1443 WEBS 2-10=-479/154, 4-10=-68/688, 6-10=-563/152, 6-9=0/271, 1-12=-63/1236 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557305 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-TJvHNK4EdiVIwijT1WH12VaUI3oSZ0?NAPw3TDyckS6 Scale = 1:62.2 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 5x6 4x8 3x4 3x8 3x6 3x6 3x6 3x8 3x8 3x6 3x6 6x6 7-8-13 7-8-13 14-11-14 7-3-1 25-5-6 10-5-8 30-3-8 4-10-2 7-8-13 7-8-13 14-11-14 7-3-1 20-2-10 5-2-12 25-5-6 5-2-12 30-3-8 4-10-2 1-7-62-10-49-1-52-10-46.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-10,0-2-4], [6:0-4-0,0-1-14], [9:0-2-8,0-1-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.86 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.75 0.07 (loc) 9-11 9-11 8 l/defl >999 >478 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 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* 7-8,1-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11, 6-8 REACTIONS.(lb/size)8=1200/Mechanical, 13=1200/0-3-8 Max Horz 13=206(LC 5) Max Uplift 8=-60(LC 7), 13=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1646/205, 2-4=-1286/213, 4-5=-1310/231, 5-6=-2245/244, 1-13=-1120/166 BOT CHORD 11-12=-176/1388, 9-11=-137/1391, 8-9=-156/1880 WEBS 2-11=-459/158, 4-11=-81/797, 5-11=-507/154, 5-9=-20/713, 6-9=-370/127, 6-8=-2106/167, 1-12=-55/1204 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 8, 13. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 17,2019 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 19_Shadow_Wood Truss T08 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557306 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-xWSfbg5sN?d9YrIfbDoGbi7geT6dIQtWO3gd?fyckS5 Scale = 1:87.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 8x8 5x12 3x4 4x6 3x8 MT18HS 6x8 3x8 3x4 4x6 3x6 4x6 5x8 2x4 5x6 3x8 10-3-0 10-3-0 20-3-8 10-0-8 24-0-6 3-8-14 32-9-15 8-9-9 39-4-0 6-6-1 6-10-13 6-10-13 13-7-3 6-8-5 20-3-8 6-8-5 24-0-6 3-8-14 32-9-15 8-9-9 39-4-0 6-6-1 2-0-108-9-614-0-133-9-144-11-86.00 12 7.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-5-10,0-2-8], [7:0-6-0,0-1-14] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.88 0.99 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -1.00 0.36 (loc) 13-15 13-15 9 l/defl >999 >468 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,7-9,1-16: 2x4 SPF-S Stud, 2-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12, 7-12 2 Rows at 1/3 pts 7-9, 2-16 REACTIONS.(lb/size)9=1562/Mechanical, 16=1562/0-5-8 Max Horz 16=313(LC 5) Max Uplift 9=-71(LC 7), 16=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/108, 2-4=-3065/465, 4-5=-2582/418, 5-6=-1901/362, 6-7=-2099/349, 1-16=-272/106 BOT CHORD 15-16=-613/2567, 13-15=-535/2757, 12-13=-317/2204, 10-12=-302/2410, 9-10=-305/2406 WEBS 2-15=0/341, 4-13=-532/208, 5-13=-148/1015, 5-12=-1127/255, 6-12=-196/1423, 7-12=-779/116, 7-10=0/327, 7-9=-2711/345, 2-16=-2936/383 NOTES-(13-14) 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 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss T09 Truss Type ROOF SPECIAL Qty 4 Ply 1 19 Shadow Wood Job Reference (optional) I38557307 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-Pi01o06U8Jl0A?sr9wJV8wgrLtS01sRgdjPAX6yckS4 Scale = 1:85.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x6 5x12 4x8 3x4 3x8 MT18HS 6x8 3x6 3x4 4x6 3x6 4x6 5x8 3x4 3x6 5x8 5x6 3x8 19-10-0 10-3-0 10-3-0 20-3-8 10-0-8 24-0-6 3-8-14 30-7-9 6-7-3 37-4-11 6-9-3 38-11-0 1-6-5 6-10-13 6-10-13 13-7-3 6-8-5 20-3-8 6-8-5 24-0-6 3-8-14 30-7-9 6-7-3 37-4-11 6-9-3 38-11-0 1-6-5 2-0-1014-0-131-1-124-2-140-8-106.00 12 7.00 12 3.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-3-10,0-2-8], [8:0-0-0,0-1-12], [8:0-4-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.89 0.98 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.95 0.39 (loc) 16-18 16-18 11 l/defl >999 >487 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,1-19: 2x4 SPF-S Stud, 2-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 7-15, 2-19 REACTIONS.(lb/size)11=1545/0-3-8, 19=1545/0-5-8 Max Horz 19=339(LC 5) Max Uplift 11=-49(LC 6), 19=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/107, 2-4=-3022/432, 4-5=-2531/376, 5-6=-1874/346, 6-7=-1980/338, 7-9=-2493/302, 9-10=-2455/248, 10-11=-1522/129, 1-19=-272/106 BOT CHORD 18-19=-464/2535, 16-18=-376/2712, 15-16=-161/2160, 13-15=-142/2076, 12-13=-206/2155 WEBS 2-18=0/334, 4-16=-534/211, 5-16=-104/1019, 5-15=-1171/236, 6-15=-228/1475, 7-15=-589/136, 7-13=0/309, 10-12=-211/2126, 2-19=-2897/354 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 11, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss T10 Truss Type Roof Special Qty 7 Ply 1 19 Shadow Wood Job Reference (optional) I38557308 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-uuaP0M66vdttn9R2jeqkg7C3KGv0mQOpsN9k4YyckS3 Scale = 1:60.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x6 4x6 3x8 2x4 3x4 3x6 5x6 3x6 3x8 3x8 5x6 3x4 3x6 5x6 7-7-7 7-7-7 15-0-6 7-4-15 21-8-9 6-8-3 28-4-11 6-8-3 29-11-0 1-6-5 7-7-7 7-7-7 15-0-6 7-4-15 21-8-9 6-8-3 28-4-11 6-8-3 29-11-0 1-6-5 1-7-29-1-59-9-151-1-120-8-106.00 12 7.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-4,0-2-0], [5:0-3-0,0-3-0], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.68 0.54 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.11 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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* 7-8,1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-11 REACTIONS.(lb/size)8=1185/0-3-8, 14=1185/0-3-8 Max Horz 14=228(LC 5) Max Uplift 8=-54(LC 7), 14=-55(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1634/204, 2-4=-1258/220, 4-5=-1290/229, 5-6=-1816/201, 6-7=-1899/172, 7-8=-1168/82, 1-14=-1114/163 BOT CHORD 11-13=-86/1383, 10-11=-54/1498, 9-10=-137/1672 WEBS 2-11=-485/153, 4-11=-73/726, 5-11=-604/141, 5-10=0/307, 7-9=-145/1663, 1-13=-64/1261 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557309 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-M58oDi7lgw?kPJ0EGLLzDLlApg8QVnMz41uHc_yckS2 Scale = 1:87.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 6x6 5x12 3x8 4x6 3x8 MT18HS 6x10 3x6 3x4 4x6 3x6 4x6 6x8 2x4 5x6 3x8 10-3-0 10-3-0 20-3-8 10-0-8 24-0-6 3-8-14 30-3-1 6-2-11 39-4-0 9-0-15 6-10-13 6-10-13 13-7-3 6-8-5 20-3-8 6-8-5 24-0-6 3-8-14 30-3-1 6-2-11 39-4-0 9-0-15 2-0-1010-3-614-0-135-3-144-11-86.00 12 7.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-3-10,0-2-8], [7:0-6-0,0-1-14] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.89 0.98 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.96 0.34 (loc) 13-15 13-15 9 l/defl >999 >486 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,7-9,2-16: 2x4 SPF No.2, 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12, 7-12 2 Rows at 1/3 pts 7-9, 2-16 REACTIONS.(lb/size)9=1562/Mechanical, 16=1562/0-5-8 Max Horz 16=317(LC 6) Max Uplift 9=-82(LC 7), 16=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/108, 2-4=-3064/470, 4-5=-2586/423, 5-6=-1894/368, 6-7=-2049/370, 8-9=-266/111, 1-16=-272/106 BOT CHORD 15-16=-662/2567, 13-15=-584/2756, 12-13=-367/2209, 10-12=-303/2188, 9-10=-305/2185 WEBS 2-15=0/340, 4-13=-529/205, 5-13=-145/1033, 5-12=-1190/274, 6-12=-261/1557, 7-12=-680/80, 7-10=0/346, 7-9=-2432/343, 2-16=-2936/388 NOTES-(13-14) 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 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557310 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:48:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-M58oDi7lgw?kPJ0EGLLzDLlAng8SVnzz41uHc_yckS2 Scale = 1:87.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 6x6 5x8 3x4 4x6 3x8 MT18HS 6x10 3x6 3x4 4x6 3x6 4x6 6x8 4x6 5x6 5x6 3x8 10-3-0 10-3-0 20-3-8 10-0-8 24-0-6 3-8-14 29-8-10 5-8-4 39-4-0 9-7-6 6-10-13 6-10-13 13-7-3 6-8-5 20-3-8 6-8-5 24-0-6 3-8-14 29-8-10 5-8-4 34-5-1 4-8-7 39-4-0 4-10-15 2-0-1010-7-214-0-135-7-104-11-86.00 12 7.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-3-10,0-2-8], [7:0-4-0,0-1-14], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.89 0.98 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.95 0.32 (loc) 14-16 14-16 10 l/defl >999 >494 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10,1-17: 2x4 SPF-S Stud, 2-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 7-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 8-10 2 Rows at 1/3 pts 2-17 REACTIONS.(lb/size)10=1562/Mechanical, 17=1562/0-5-8 Max Horz 17=324(LC 6) Max Uplift 10=-85(LC 7), 17=-55(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/108, 2-4=-3064/471, 4-5=-2586/424, 5-6=-1891/369, 6-7=-2025/369, 7-8=-2134/298, 1-17=-272/106 BOT CHORD 16-17=-672/2567, 14-16=-594/2756, 13-14=-377/2209, 11-13=-293/2116, 10-11=-191/1224 WEBS 2-16=0/340, 4-14=-529/205, 5-14=-146/1040, 5-13=-1191/273, 6-13=-258/1536, 7-13=-628/58, 7-11=-832/232, 8-11=-158/1359, 8-10=-1800/298, 2-17=-2936/389 NOTES-(13-14) 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 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 17. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557311 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-qHiAR28NRE8b1TbQq3sClYILd4TaEG46Jheq8QyckS1 Scale = 1:87.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 6x8 5x12 3x4 4x6 3x8 MT18HS 6x8 3x8 3x4 4x6 3x6 4x6 5x8 2x4 5x6 3x8 10-3-0 10-3-0 20-3-8 10-0-8 24-0-6 3-8-14 32-3-8 8-3-2 39-4-0 7-0-8 6-10-13 6-10-13 13-7-3 6-8-5 20-3-8 6-8-5 24-0-6 3-8-14 32-3-8 8-3-2 39-4-0 7-0-8 2-0-109-1-214-0-134-1-104-11-86.00 12 7.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-5-10,0-2-8], [7:0-6-0,0-1-14] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.88 0.99 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.98 0.35 (loc) 13-15 13-15 9 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,1-16: 2x4 SPF-S Stud, 7-9,2-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12, 7-12, 7-9 2 Rows at 1/3 pts 2-16 REACTIONS.(lb/size)9=1562/Mechanical, 16=1562/0-5-8 Max Horz 16=313(LC 5) Max Uplift 9=-73(LC 7), 16=-63(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/108, 2-4=-3065/467, 4-5=-2583/419, 5-6=-1899/363, 6-7=-2087/353, 1-16=-272/106 BOT CHORD 15-16=-623/2567, 13-15=-546/2756, 12-13=-328/2205, 10-12=-301/2359, 9-10=-304/2355 WEBS 2-15=0/341, 4-13=-531/208, 5-13=-148/1019, 5-12=-1139/259, 6-12=-209/1449, 7-12=-748/107, 7-10=0/328, 7-9=-2651/344, 2-16=-2936/384 NOTES-(13-14) 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 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557312 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-ITGYeO9?CYGSedAcOmORImqWSUpizgTFYLNOgtyckS0 Scale = 1:87.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 8x8 5x8 3x4 3x8 MT18HS 5x12 3x8 3x4 4x6 3x6 4x6 6x8 3x6 4x10 5x12 5x6 3x8 10-3-0 10-3-0 20-3-8 10-0-8 24-0-6 3-8-14 34-10-6 10-10-0 39-4-0 4-5-10 6-10-13 6-10-13 13-7-3 6-8-5 20-3-8 6-8-5 24-0-6 3-8-14 29-5-6 5-5-0 34-10-6 5-5-0 39-4-0 4-5-10 2-0-107-7-214-0-132-7-104-11-86.00 12 7.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-1-12,Edge], [8:0-4-0,0-1-14], [11:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.88 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.08 0.33 (loc) 11-13 11-13 10 l/defl >999 >433 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10,1-17: 2x4 SPF-S Stud, 2-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-3 max.): 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 2 Rows at 1/3 pts 2-17 REACTIONS.(lb/size)10=1562/Mechanical, 17=1562/0-5-8 Max Horz 17=316(LC 5) Max Uplift 10=-64(LC 7), 17=-69(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/108, 2-4=-3065/459, 4-5=-2583/412, 5-6=-1912/356, 6-7=-2037/359, 7-8=-3030/370, 8-9=-2618/271, 9-10=-1533/178, 1-17=-272/106 BOT CHORD 16-17=-573/2568, 14-16=-493/2754, 13-14=-279/2208, 11-13=-250/2031 WEBS 2-16=0/341, 4-14=-531/205, 5-14=-148/991, 5-13=-1157/280, 6-13=-258/1571, 7-13=-514/162, 7-11=-12/743, 8-11=-1741/264, 9-11=-290/2903, 2-17=-2938/378 NOTES-(13-14) 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 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 17. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). September 17,2019 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 19_Shadow_Wood Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557313 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-mgqwsjAdzrOIGmlpyUvgrzNh9uFviDoPn?7xDJyckS? Scale = 1:59.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x6 5x6 4x8 2x4 3x8 3x6 3x6 3x6 3x8 3x8 3x6 3x4 5x8 2x4 0-1-147-7-3 7-7-3 14-11-14 7-4-11 21-4-12 6-4-14 27-9-10 6-4-14 30-3-8 2-5-14 7-7-3 7-7-3 14-11-14 7-4-11 21-4-12 6-4-14 27-9-10 6-4-14 30-3-8 2-5-14 1-7-61-5-129-1-51-5-126.00 12 7.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-3-8,0-2-4], [6:0-4-0,0-1-14], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.88 0.61 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.28 0.08 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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* 7-8,1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 5-12 REACTIONS.(lb/size)8=1200/Mechanical, 14=1200/0-3-8 Max Horz 14=209(LC 5) Max Uplift 8=-57(LC 7), 14=-55(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1650/206, 2-4=-1286/222, 4-5=-1313/235, 5-6=-1868/207, 1-14=-1125/165 BOT CHORD 12-13=-139/1393, 10-12=-108/1533, 9-10=-189/2112, 8-9=-195/2108 WEBS 2-12=-467/148, 4-12=-76/754, 5-12=-631/139, 5-10=0/360, 6-10=-589/85, 6-8=-2296/214, 1-13=-57/1223 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) 8, 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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 17,2019 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 19_Shadow_Wood Truss T16 Truss Type COMMON Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557314 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-mgqwsjAdzrOIGmlpyUvgrzNg9uD0iC2Pn?7xDJyckS? Scale = 1:55.1 1 2 3 4 5 6 10 9 8 7 3x4 4x6 3x6 3x8 3x4 3x4 5x8 3x4 4x8 10-5-8 10-5-8 20-11-0 10-5-8 4-10-7 4-10-7 10-5-8 5-7-2 16-0-10 5-7-2 20-11-0 4-10-6 21-10-0 0-11-0 1-2-09-0-21-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.94 0.73 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 8-10 8-10 7 l/defl >999 >490 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud, 5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)10=823/0-3-8, 7=890/0-3-8 Max Horz 10=-224(LC 4) Max Uplift 10=-30(LC 6), 7=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/38, 2-3=-761/134, 3-4=-761/133, 4-5=-372/58, 1-10=-277/44, 5-7=-353/93 BOT CHORD 8-10=-56/677, 7-8=0/671 WEBS 3-8=-41/513, 2-10=-652/94, 4-7=-639/73 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss TG01 Truss Type FLAT GIRDER Qty 1 Ply 2 19 Shadow Wood Job Reference (optional) I38557315 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-EsNI33AFk9W9uwK?VBQvNBww2HhdRbXY?fsVllyckS_ Scale = 1:21.8 1 2 3 6 5 4 7 3x6 3x6 6x16 5x12 2x4 5x12 6-5-8 6-5-8 12-11-0 6-5-8 6-5-8 6-5-8 12-11-0 6-5-8 2-10-72-4-152-10-7Plate Offsets (X,Y)-- [1:0-5-0,0-2-4], [3:0-5-0,0-2-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.62 0.20 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 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* 1-6,3-4: 2x6 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=7658/Mechanical, 4=1456/0-3-8 Max Horz 6=-70(LC 4) Max Uplift 6=-664(LC 4), 4=-132(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-7517/1168, 1-2=-3187/512, 2-3=-3187/512, 3-4=-1323/238 BOT CHORD 5-6=-86/423 WEBS 1-5=-443/2964, 2-5=-2280/449, 3-5=-491/3283 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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) 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=664, 4=132. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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) 5078 lb down and 763 lb up at 0-2-12 on top 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 Continued on page 2 September 17,2019 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 19_Shadow_Wood Truss TG01 Truss Type FLAT GIRDER Qty 1 Ply 2 19 Shadow Wood Job Reference (optional) I38557315 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-EsNI33AFk9W9uwK?VBQvNBww2HhdRbXY?fsVllyckS_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-447, 3-7=-60, 4-6=-20 Concentrated Loads (lb) Vert: 1=-5078 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 19_Shadow_Wood Truss TG02 Truss Type Common Girder Qty 1 Ply 2 19 Shadow Wood Job Reference (optional) I38557316 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-i2xhGPBtVTe0V4vB3vx8wOS33h18A3HiEJc2GCyckRz Scale = 1:39.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 10x10 4x8 10x10 10x10 3x6 8x8 3x6 8x8 3-7-6 3-7-6 7-0-4 3-4-14 10-5-2 3-4-14 14-0-8 3-7-6 3-7-6 3-7-6 7-0-4 3-4-14 10-5-2 3-4-14 14-0-8 3-7-6 1-2-06-5-31-2-09.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-4], [5:Edge,0-8-4], [6:0-1-12,0-0-0], [7:0-2-8,0-4-0], [9:0-2-8,0-4-0], [10:0-1-12,0-0-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.73 0.24 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=6096/0-5-8, 6=5076/0-5-8 Max Horz 10=-147(LC 3) Max Uplift 10=-356(LC 5), 6=-288(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5793/367, 2-3=-4454/342, 3-4=-4455/342, 4-5=-5571/347, 1-10=-4435/281, 5-6=-4277/266 BOT CHORD 9-10=-173/779, 8-9=-288/4563, 7-8=-228/4386, 6-7=-46/702 WEBS 3-8=-345/5036, 4-8=-1211/135, 4-7=-56/1391, 2-8=-1461/157, 2-9=-84/1703, 1-9=-202/3882, 5-7=-193/3778 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=356, 6=288. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1185 lb down and 66 lb up at 0-8-4, 1180 lb down and 72 lb up at 2-6-4, 1542 lb down and 83 lb up at 3-9-12, 1542 lb down and 111 lb up at 5-9-12, 1542 lb down and 113 lb up at 7-9-12, and 1542 lb down and 85 lb up at 9-9-12, and 1542 lb down and 76 lb up at 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 September 17,2019 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 19_Shadow_Wood Truss TG02 Truss Type Common Girder Qty 1 Ply 2 19 Shadow Wood Job Reference (optional) I38557316 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:04 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-i2xhGPBtVTe0V4vB3vx8wOS33h18A3HiEJc2GCyckRz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=-1542(F) 11=-1185(F) 12=-1180(F) 13=-1542(F) 14=-1542(F) 15=-1542(F) 16=-1542(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 19_Shadow_Wood Truss TG03 Truss Type FLAT GIRDER Qty 1 Ply 3 19 Shadow Wood Job Reference (optional) I38557317 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-AEV3UlCVGmmt7EUOdcSNSc?FB5HUvXGrTzLbpeyckRy Scale = 1:40.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x12 8x16 4x10 3x6 8x14 MT18HS 8x14 MT18HS 9x22 MT18HS 2x4 5x12 3x6 2x4 8x16 6x16 12x20 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 20-9-0 5-1-6 23-1-0 2-4-0 5-4-14 5-4-14 10-6-4 5-1-6 15-7-10 5-1-6 20-9-0 5-1-6 23-1-0 2-4-0 3-0-0Plate Offsets (X,Y)-- [6:0-5-10,Edge], [9:0-8-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.70 0.62 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.61 0.09 (loc) 10-11 10-11 8 l/defl >999 >443 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 567 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 1-14,7-8: 2x6 SPF No.2, 2-13,3-11,5-10: 2x4 SPF-S Stud 6-9: 2x10 SP No.1 BRACING- TOP CHORD 2-0-0 oc purlins (5-8-1 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=13470/0-3-8 (req. 0-3-11), 8=18736/0-3-8 (req. 0-5-3) Max Horz 14=-69(LC 3) Max Uplift 14=-1162(LC 3), 8=-1631(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-12370/1095, 1-2=-22371/1941, 2-3=-22371/1941, 3-5=-31135/2702, 5-6=-31135/2702, 6-7=-545/65, 7-8=-98/574 BOT CHORD 13-14=-151/1162, 11-13=-2937/33688, 10-11=-2937/33688, 9-10=-1487/16925, 8-9=-1487/16925 WEBS 1-13=-2011/23353, 2-13=-5307/536, 3-13=-12487/1093, 3-11=-29/1046, 3-10=-2817/581, 5-10=-6051/592, 6-10=-1508/15680, 6-9=-642/7875, 6-8=-24761/2153 NOTES-(13-14) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 5 rows staggered at 0-4-0 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) 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 14, 8 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1162, 8=1631. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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) 7638 lb down and 676 lb up at 20-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 September 17,2019 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 19_Shadow_Wood Truss TG03 Truss Type FLAT GIRDER Qty 1 Ply 3 19 Shadow Wood Job Reference (optional) I38557317 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:05 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-AEV3UlCVGmmt7EUOdcSNSc?FB5HUvXGrTzLbpeyckRy 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: 1-15=-1026, 6-15=-1206, 6-16=-903, 7-16=-60, 8-14=-75(B=-55) Concentrated Loads (lb) Vert: 9=-7638(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 19_Shadow_Wood Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 19 Shadow Wood Job Reference (optional) I38557318 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-fR3Rh5D814uklO2aBJzc?pYLqVZ4e03?hd59L4yckRx Scale = 1:56.6 1 2 3 4 5 10 9 8 7 6111213141516171819 3x4 4x6 3x4 4x6 6x6 4x6 10x10 4x6 6x8 6x8 7-4-7 7-4-7 13-6-10 6-2-3 20-11-0 7-4-6 4-9-15 4-9-15 10-5-8 5-7-10 16-1-2 5-7-10 20-11-0 4-9-14 1-2-09-0-21-2-09.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-2-1], [4:0-2-6,0-2-1] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.97 0.85 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.03 (loc) 9-10 9-10 6 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-8: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=4118/0-3-8, 6=3838/0-3-8 Max Horz 10=-209(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1349/0, 2-3=-4154/0, 3-4=-4136/0, 4-5=-1278/0, 1-10=-901/0, 5-6=-858/0 BOT CHORD 9-10=0/3193, 7-9=0/2425, 6-7=0/3175 WEBS 3-7=0/2389, 4-7=0/260, 3-9=0/2432, 2-9=0/258, 2-10=-2996/0, 4-6=-3049/0 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 623 lb down at 0-11-12, 621 lb down at 2-11-12, 633 lb down at 4-11-12, 633 lb down at 6-11-12, 633 lb down at 8-11-12, 633 lb down at 10-11-12, 633 lb down at 12-11-12, 633 lb down at 14-11-12, and 633 lb down at 16-11-12, and 633 lb down at 18-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 17,2019 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 19_Shadow_Wood Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 19 Shadow Wood Job Reference (optional) I38557318 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:06 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-fR3Rh5D814uklO2aBJzc?pYLqVZ4e03?hd59L4yckRx LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-633(F) 11=-623(F) 12=-621(F) 13=-633(F) 14=-633(F) 15=-633(F) 16=-633(F) 17=-633(F) 18=-633(F) 19=-633(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 19_Shadow_Wood Truss V01 Truss Type VALLEY Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557319 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-7ddpvRDmoO0bMYdmk1UrY14iau21Nbl8wHqitXyckRw Scale = 1:42.7 1 2 3 4 5 10 9 8 7 61112 2x4 2x4 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 16-5-13 16-5-13 7-5-0 7-5-0 16-5-13 9-0-13 1-2-146-9-100-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.20 0.23 0.18 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: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-5-8. (lb) - Max Horz 10=-163(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 5 except 9=-115(LC 6), 6=-130(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 7=427(LC 1), 9=399(LC 10), 6=476(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-258/158, 4-6=-299/172 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5 except (jt=lb) 9=115, 6=130. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss V02 Truss Type Valley Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557320 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-7ddpvRDmoO0bMYdmk1UrY14gmu4eNcg8wHqitXyckRw Scale = 1:35.5 1 2 3 4 5 8 7 69103x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 -0-0-13 0-0-13 14-11-3 14-11-3 7-5-0 7-5-0 14-11-3 7-6-3 0-0-45-7-100-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.13 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-10. (lb) - Max Horz 1=-125(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-108(LC 6), 6=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=390(LC 1), 8=355(LC 10), 6=355(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=108, 6=108. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss V03 Truss Type Valley Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557321 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-bpBB6nEOZh8S_hCzIk044EdqWIMU636H9xaGPzyckRv Scale = 1:28.2 1 2 3 44x8 4x6 4x8 2x4 11-10-10 11-10-10 11-11-0 0-0-5 5-11-8 5-11-8 11-11-0 5-11-8 0-0-44-5-100-0-49.00 12 Plate Offsets (X,Y)-- [1:0-7-3,Edge], [3:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.34 0.11 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=218/11-10-5, 3=218/11-10-5, 4=447/11-10-5 Max Horz 1=-96(LC 4) Max Uplift 1=-18(LC 6), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss V04 Truss Type Valley Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557322 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-bpBB6nEOZh8S_hCzIk044EdohIMF64yH9xaGPzyckRv Scale = 1:22.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 8-9-10 8-9-5 4-4-13 4-4-13 8-9-10 4-4-13 0-0-43-3-100-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.56 0.36 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=181/8-9-0, 3=181/8-9-0, 4=293/8-9-0 Max Horz 1=-71(LC 4) Max Uplift 1=-26(LC 6), 3=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss V05 Truss Type Valley Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557323 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:C5A1NiNrl6LZHu0fVJxjmyytG2U-30laK7F0K?GJcrn9sSXJdSA2oifPrW1RObJpyPyckRu Scale = 1:15.5 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-8-5 5-8-0 2-10-3 2-10-3 5-8-5 2-10-3 0-0-42-1-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.56 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=203/5-7-10, 3=203/5-7-10 Max Horz 1=44(LC 5) Max Uplift 1=-8(LC 6), 3=-8(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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 19_Shadow_Wood Truss V06 Truss Type Valley Qty 1 Ply 1 19 Shadow Wood Job Reference (optional) I38557324 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 11:49:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9MANLSfO2mHNldlrMB?YiNz27qM-XCJyXTGe4JOAD?MLQ92Y9fiGP66?azHacF3MUryckRt Scale = 1:7.6 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-7-0 2-6-10 1-3-8 1-3-8 2-7-0 1-3-8 0-0-40-11-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 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 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=78/2-6-5, 3=78/2-6-5 Max Horz 1=-17(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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 17,2019 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