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I38366948.18_Shadow_Wood
16023 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). August 30,2019 Liu, Xuegang Pages or sheets covered by this seal: I38366948 thru I38367026 My license renewal date for the state of Indiana is July 31, 2020. 18_Shadow_Wood 18 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 18_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366948 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6c8PcRbz1tO?7h?NeszVMK1LC1r78oKpPX7W6cyixaB Scale = 1:49.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 44 4542 43 2x4 3x4 3x6 3x6 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 2x4 4x6 2x4 4x6 2x4 2-0-0 3-0-020-11-0 20-11-0 -0-11-0 0-11-0 7-2-5 7-2-5 13-8-11 6-6-6 20-11-0 7-2-5 21-10-0 0-11-0 1-3-07-1-27-2-151-3-07-1-210.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-1], [14:0-3-0,0-2-1], [42:0-0-0,0-1-4], [43:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 334 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* 2-40,20-22: 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, and 2-0-0 oc purlins (10-0-0 max.): 8-14. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 41, 44, 45 REACTIONS.All bearings 20-11-0. (lb) - Max Horz 40=-173(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 32, 36, 37, 38, 29, 26, 25, 24 except 40=-150(LC 4), 22=-120(LC 5), 39=-141(LC 5), 23=-121(LC 4) Max Grav All reactions 250 lb or less at joint(s) 40, 22, 32, 33, 35, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24, 23, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 36, 37, 38, 29, 26, 25, 24 except (jt=lb) 40=150, 22=120, 39=141, 23=121. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss GE02 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366949 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-aohnqncboBWskraaBZUkuXaWdRCftG1zdBs3e2yixaA Scale = 1:34.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1313-11-0 13-11-0 -0-11-0 0-11-0 5-3-7 5-3-7 8-7-9 3-4-2 13-11-0 5-3-7 14-10-0 0-11-0 1-3-05-6-15-7-141-3-05-6-110.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-1], [10:0-3-0,0-2-1] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.06 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 26=-136(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 16, 21, 23, 24, 25, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 16, 21, 23, 24, 25, 19, 18, 17. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366950 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2?FA17dDZVejM?9mlH0zRl6a9qRYccO6srccAUyixa9 Scale = 1:52.9 Sheet Front Left Option 7-5-6 1 Ply 7/16OSB8 1 2 3 5 6 7 8 4 14 12 11 10 9 13 34 5x8 4x10 2x4 3x8 4x10 5x8 3x4 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 0-1-130-4-8 0-4-8 7-5-6 7-0-14 7-9-0 0-3-10 7-10-12 0-1-12 8-10-12 1-0-0 12-0-6 3-1-9 13-2-3 1-1-14 21-8-0 8-5-13 -0-11-0 0-11-0 7-8-15 7-8-15 7-9-0 0-0-1 7-11-8 0-2-8 8-10-12 0-11-4 12-0-6 3-1-9 13-2-3 1-1-14 14-8-8 1-6-4 17-2-3 2-5-11 21-8-0 4-5-13 22-7-0 0-11-0 0-10-67-2-08-3-131-3-01-0-08-2-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [3:0-2-12,0-3-0], [3:0-0-0,0-1-6], [5:0-4-0,0-1-4], [12:0-6-0,0-3-8], [12:0-0-0,0-1-12], [14:0-0-0,0-1-12], [15:0-3-0,0-0-4], [32:0-0-3,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.47 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.01 (loc) 9-10 9-10 9 l/defl >999 >549 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E, 4-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-9: 2x4 SPF-S Stud, 2-14: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)11=543/0-3-8, 9=754/0-3-8, 13=699/0-3-8 Max Horz 13=-191(LC 4) Max Uplift 11=-117(LC 4), 9=-104(LC 7), 13=-194(LC 6) Max Grav 11=567(LC 11), 9=754(LC 1), 13=699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/231, 5-6=-590/216, 7-9=-292/134, 3-4=-294/220, 4-5=-395/198, 2-14=-567/241 BOT CHORD 13-14=-11/316, 12-13=-146/316, 11-12=-533/137, 4-12=-301/232, 9-10=-30/476 WEBS 10-12=-128/396, 4-10=-170/252, 6-9=-524/81 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) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 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) except (jt=lb) 11=117, 9=104, 13=194. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss GE04 Truss Type GABLE COMMON Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366951 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WBpYFTerKoma_8kyJ_XC_yfrgEu8LA2G5VLAjxyixa8 Scale = 1:19.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 3x4 4x6 2x4 2x4 2x4 2x4 2x4 0-1-134-0-0 4-0-0 -0-11-0 0-11-0 2-6-0 2-6-0 4-0-0 1-6-0 1-3-03-2-33-4-03-2-310.00 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 0.16 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-0-0. (lb) - Max Horz 9=97(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 except 8=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6 except (jt=lb) 8=113. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss GE05 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366952 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_NNwSpfT56uRbIJ9th2RWAC08eCz4dqPK95jFNyixa7 Scale = 1:33.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 12-3-8 12-3-8 0-10-05-11-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 137 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* 11-12: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-3-8. (lb) - Max Horz 21=190(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 20 Max Grav All reactions 250 lb or less at joint(s) 21, 12, 13, 14, 15, 16, 17, 18, 19, 20 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 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 12, 13, 14, 15, 16, 17, 18, 20. 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.). August 30,2019 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 18_Shadow_Wood Truss GE06 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366953 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-SaxIg8f5sQ0IDSuLQPZg3NkCM2ZDp4EYYpqGnpyixa6 Scale = 1:37.7 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 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x8 4x6 3x8 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 19-11-0 19-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 0-10-04-11-130-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 194 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 33=50(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 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 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) * 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) 33, 18, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 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.). August 30,2019 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 18_Shadow_Wood Truss J01 Truss Type JACK-CLOSED Qty 35 Ply 1 18 Shadow Wood Job Reference (optional) I38366954 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-SaxIg8f5sQ0IDSuLQPZg3NkAY2Xap4tYYpqGnpyixa6 Scale = 1:26.0 1 2 3 5 4 2x4 3x4 3x4 2x4 -0-11-0 0-11-0 4-0-0 4-0-0 1-3-04-7-04-3-80-3-84-7-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-1-14,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-3-8, 4=143/0-1-8 Max Horz 5=135(LC 5) Max Uplift 5=-11(LC 6), 4=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). August 30,2019 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 18_Shadow_Wood Truss J01A Truss Type JACK-CLOSED Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366955 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wmVgtUgkdj89rcSX_64vbbHM9StRYX7inTaqJFyixa5 Scale = 1:26.0 1 2 3 4 8 7 6 5 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 1-3-04-7-03-7-80-11-83-11-00-8-010.00 12 Plate Offsets (X,Y)-- [5:0-1-15,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.01 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=221/0-3-8, 5=143/0-1-8 Max Horz 8=127(LC 5) Max Uplift 8=-10(LC 6), 5=-57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8, 5. 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.). August 30,2019 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 18_Shadow_Wood Truss J02 Truss Type HALF HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366956 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wmVgtUgkdj89rcSX_64vbbHMmStXYX7inTaqJFyixa5 Scale = 1:25.6 1 2 3 4 8 7 6 5 2x4 2x4 2x4 2x4 3x4 3x4 2x4 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-10-12 1-7-4 4-0-0 0-1-4 1-3-04-5-153-6-70-11-83-9-150-8-010.00 12 Plate Offsets (X,Y)-- [5:0-1-15,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.01 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=223/0-3-8, 5=141/0-1-8 Max Horz 8=127(LC 5) Max Uplift 8=-11(LC 6), 5=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 8, 5. 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.). August 30,2019 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 18_Shadow_Wood Truss J03 Truss Type HALF HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366957 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Py324qhMO1G0Sm1kYqb88oqW?rD8H_4r07JNsiyixa4 Scale = 1:21.3 1 2 3 4 5 9 8 7 6 3x4 2x4 2x4 2x4 2x4 3x4 3x4 2x4 0-1-102-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 2-10-12 0-7-4 4-0-0 1-1-4 1-3-03-6-53-7-152-10-50-11-80-8-03-6-510.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:0-1-13,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.20 0.19 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.00 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=223/0-3-8, 6=141/0-1-8 Max Horz 9=122(LC 6) Max Uplift 9=-2(LC 6), 6=-47(LC 6) 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) 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) * 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss J04 Truss Type HALF HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366958 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Py324qhMO1G0Sm1kYqb88oqXarDMH_7r07JNsiyixa4 Scale = 1:17.1 1 2 3 4 5 9 8 7 6 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 0-1-102-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 1-10-12 1-10-12 2-3-8 0-4-12 4-0-0 1-8-8 1-3-02-8-52-9-152-0-50-11-80-8-02-8-510.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [6:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=223/0-3-8, 6=141/0-1-8 Max Horz 9=97(LC 6) Max Uplift 9=-18(LC 6), 6=-26(LC 7) 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) 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) * 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366959 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-t9dRIAi_9LPt4wcw6X7Nh0MhwFbZ0Rd?En3xO8yixa3 Scale = 1:12.8 1 2 5 3 4 2x4 2x4 2-1-15 2-0-6 -1-9-10 1-9-10 2-1-15 2-1-15 1-1-141-11-90-4-51-7-41-11-94.47 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=249/0-7-13, 3=19/Mechanical, 4=12/Mechanical Max Horz 5=68(LC 6) Max Uplift 5=-70(LC 4), 3=-36(LC 9) Max Grav 5=249(LC 1), 3=19(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 27 lb up at 2-1-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-5(B) August 30,2019 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 18_Shadow_Wood Truss J06 Truss Type JACK-OPEN Qty 2 Ply 1 18 Shadow Wood Job Reference (optional) I38366960 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-t9dRIAi_9LPt4wcw6X7Nh0Mj3FaH0Rd?En3xO8yixa3 Scale = 1:12.9 1 2 5 3 4 3x8 2-9-8 2-9-8 -0-11-0 0-11-0 2-9-8 2-9-8 0-10-01-11-151-7-91-11-155.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/0-3-8, 3=66/Mechanical, 4=27/Mechanical Max Horz 5=61(LC 6) Max Uplift 5=-29(LC 6), 3=-29(LC 6) Max Grav 5=178(LC 1), 3=66(LC 1), 4=50(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss J07 Truss Type HALF HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366961 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LLApVWicweXji3B6fFedDDvsHfwbltt8TRoUwayixa2 Scale = 1:25.6 1 2 3 5 4 2x4 3x4 3x4 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 3-10-12 3-10-12 4-0-0 0-1-4 1-3-04-5-154-2-70-3-84-5-1510.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=223/0-3-8, 4=141/0-1-8 Max Horz 5=136(LC 5) Max Uplift 5=-12(LC 6), 4=-59(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). August 30,2019 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 18_Shadow_Wood Truss J08 Truss Type HALF HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366962 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LLApVWicweXji3B6fFedDDvt4fw3lti8TRoUwayixa2 Scale = 1:21.3 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-102-10-12 2-10-12 4-0-0 1-1-4 -0-11-0 0-11-0 2-10-12 2-10-12 4-0-0 1-1-4 1-3-03-6-53-7-153-2-130-3-83-6-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.09 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=221/0-3-8, 5=139/0-1-8 Max Horz 7=107(LC 5) Max Uplift 7=-24(LC 6), 5=-43(LC 5) 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) 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) * 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366963 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pXkBjsjEhyfaJDmIDy9smRSyT3AwUK7Ii5Y1S1yixa1 Scale = 1:14.1 1 2 3 4 53x4 3x4 2x4 2x4 5-8-8 5-8-8 5-8-8 5-8-8 0-3-141-11-143.50 12 Plate Offsets (X,Y)-- [1:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.50 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.00 (loc) 1-3 1-3 3 l/defl >999 >489 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=726/0-3-8, 3=602/0-3-8 Max Horz 1=52(LC 4) Max Uplift 1=-166(LC 3), 3=-136(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=166, 3=136. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 132 lb up at 1-5-12, and 447 lb down and 132 lb up at 3-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-447(F) 5=-447(F) August 30,2019 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 18_Shadow_Wood Truss T01 Truss Type COMMON Qty 4 Ply 1 18 Shadow Wood Job Reference (optional) I38366964 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pXkBjsjEhyfaJDmIDy9smRSwC366UBYIi5Y1S1yixa1 Scale = 1:34.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x6 3x6 8x8 8x8 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 4-7-15 4-7-15 9-11-8 5-3-9 15-3-1 5-3-9 19-11-0 4-7-15 20-10-0 0-11-0 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-12], [2:Edge,0-3-4], [6:0-1-12,0-0-12], [6:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.65 0.75 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.48 0.04 (loc) 8-9 8-9 8 l/defl >999 >491 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=849/0-3-8, 8=849/0-3-8 Max Horz 11=-50(LC 7) Max Uplift 11=-73(LC 6), 8=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/19, 3-4=-1014/148, 4-5=-1014/148, 5-6=-361/19, 2-11=-304/91, 6-8=-304/91 BOT CHORD 9-11=-126/1097, 8-9=-126/1097 WEBS 4-9=0/479, 5-9=-284/155, 3-9=-284/155, 3-11=-944/212, 5-8=-944/212 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) 11, 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.). August 30,2019 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 18_Shadow_Wood Truss T02 Truss Type COMMON Qty 2 Ply 1 18 Shadow Wood Job Reference (optional) I38366965 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HkIZwCksRGnRxNLVngg5Ie_0dTY2DmvRxlHb?Tyixa0 Scale = 1:43.5 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.32 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift 8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/85, 3-4=-537/85, 2-8=-548/111, 4-6=-548/111 BOT CHORD 7-8=-224/256 WEBS 3-7=0/276 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.). August 30,2019 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 18_Shadow_Wood Truss T03 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366966 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lwsx8YlUCZvIZXwhKNBKrsXBpspgy5Qa9P18Xvyixa? Scale = 1:53.7 1 2 3 4 5 6 7 8 14 12 11 10 9 13 15 4x8 4x8 4x10 2x4 2x4 4x8 5x12 5x12 3x4 3x4 0-1-130-4-8 0-4-8 7-9-0 7-4-8 7-10-12 0-1-12 8-10-12 1-0-0 12-0-6 3-1-9 21-8-0 9-7-10 -0-11-0 0-11-0 7-9-0 7-9-0 8-10-12 1-1-12 12-0-6 3-1-9 17-2-3 5-1-14 21-8-0 4-5-13 22-7-0 0-11-0 0-10-68-1-99-3-61-3-01-0-09-1-910.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [4:0-4-0,0-1-4], [5:0-4-0,0-1-4], [14:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.61 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.53 0.01 (loc) 9-10 9-10 9 l/defl >770 >307 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-9,2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 5-8-7 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size)11=621/0-3-8, 9=725/0-3-8, 13=647/0-3-8 Max Horz 13=-212(LC 4) Max Uplift 11=-22(LC 4), 9=-87(LC 7), 13=-142(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-498/170, 3-4=-486/367, 4-5=-320/184, 5-6=-521/183, 6-7=-252/85, 7-9=-278/107, 2-14=-516/189 BOT CHORD 13-14=0/272, 12-13=-149/272, 11-12=-619/22, 3-12=-472/321, 9-10=-17/453 WEBS 10-12=-70/355, 4-12=-388/273, 6-9=-488/88 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) 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) * 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) 11, 9 except (jt=lb) 13=142. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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.). August 30,2019 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 18_Shadow_Wood Truss T03A Truss Type ROOF SPECIAL Qty 2 Ply 1 18 Shadow Wood Job Reference (optional) I38366967 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-D6QKLul7zt19AhVtu4iZN34S_GCehaNkO3mi3Lyixa_ Scale = 1:65.6 1 2 3 4 5 6 7 12 11 10 9 8 13 3x6 4x6 3x6 3x4 2x4 3x4 2x4 4x10 5x12 2x4 5x6 7-3-0 7-3-0 7-4-12 0-1-12 14-10-6 7-5-10 21-2-0 6-3-10 7-3-0 7-3-0 9-11-9 2-8-9 14-10-6 4-10-13 21-2-0 6-3-10 22-1-0 0-11-0 1-3-69-7-010-7-01-3-01-0-010.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.44 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 11-12 11-12 8 l/defl >832 >360 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 5-4-10 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)12=467/Mechanical, 10=737/0-3-8, 8=685/0-3-8 Max Horz 12=-261(LC 4) Max Uplift 12=-114(LC 6), 8=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-379/189, 2-3=-342/371, 3-5=-642/325, 5-6=-654/148, 1-12=-359/160, 6-8=-632/152 BOT CHORD 11-12=-198/291, 10-11=-671/0, 2-11=-394/266 WEBS 9-11=-83/253, 3-11=-378/192, 3-9=-211/491, 5-9=-360/243, 6-9=-41/263 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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 except (jt=lb) 12=114. 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.). August 30,2019 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 18_Shadow_Wood Truss T03B Truss Type ROOF SPECIAL Qty 2 Ply 1 18 Shadow Wood Job Reference (optional) I38366968 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-D6QKLul7zt19AhVtu4iZN34S_GCehaNkO3mi3Lyixa_ Scale = 1:65.6 1 2 3 4 5 6 7 12 11 10 9 8 13 3x6 4x6 3x6 3x4 2x4 3x4 2x4 4x10 5x12 2x4 5x6 7-3-0 7-3-0 7-4-12 0-1-12 14-10-6 7-5-10 21-2-0 6-3-10 7-3-0 7-3-0 9-11-9 2-8-9 14-10-6 4-10-13 21-2-0 6-3-10 22-1-0 0-11-0 1-3-69-7-010-7-01-3-01-0-010.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.44 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 11-12 11-12 8 l/defl >832 >360 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 5-4-10 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)12=467/0-1-8, 10=737/0-3-8, 8=685/0-3-8 Max Horz 12=-261(LC 4) Max Uplift 12=-114(LC 6), 8=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-379/189, 2-3=-342/371, 3-5=-642/325, 5-6=-654/148, 1-12=-359/160, 6-8=-632/152 BOT CHORD 11-12=-198/291, 10-11=-671/0, 2-11=-394/266 WEBS 9-11=-83/253, 3-11=-378/192, 3-9=-211/491, 5-9=-360/243, 6-9=-41/263 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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 at joint(s) 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=114. 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.). August 30,2019 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 18_Shadow_Wood Truss T04 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366969 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hJ_iYDmlkB90or44SoDowHcbggX_Q5WtdjWFaoyixZz Scale = 1:48.5 1 2 3 4 5 10 9 8 7 6 6x6 4x8 6x6 3x6 3x6 3x4 4x8 3x4 5x8 0-1-138-9-15 8-9-15 12-1-1 3-3-3 20-11-0 8-9-15 8-9-15 8-9-15 12-1-1 3-3-3 20-11-0 8-9-15 21-10-0 0-11-0 1-3-08-5-78-7-41-3-08-5-710.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-4], [3:0-3-13,Edge], [4:0-2-8,0-2-0] 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-SH 0.75 0.49 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.02 (loc) 8-10 8-10 6 l/defl >999 >650 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10: 2x4 SPF No.2, 4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS.(lb/size)10=820/0-3-8, 6=892/0-3-8 Max Horz 10=-217(LC 4) Max Uplift 10=-24(LC 6), 6=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-863/110, 2-3=-525/160, 3-4=-872/120, 1-10=-736/106, 4-6=-810/144 BOT CHORD 8-10=-220/310, 7-8=-32/533, 6-7=-183/447 WEBS 1-8=-84/262, 4-7=-130/340 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 1 = 0% 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) 10, 6. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss T05 Truss Type COMMON Qty 4 Ply 1 18 Shadow Wood Job Reference (optional) I38366970 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hJ_iYDmlkB90or44SoDowHccsgTwQ0ZtdjWFaoyixZz Scale = 1:60.7 1 2 3 4 5 6 10 9 8 7 2x4 4x6 3x6 3x8 3x6 3x6 4x6 4x6 2x4 10-5-8 10-5-8 20-11-0 10-5-8 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.67 0.75 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.03 (loc) 8-10 7-8 7 l/defl >999 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=823/Mechanical, 7=890/0-3-8 Max Horz 10=-249(LC 4) Max Uplift 10=-26(LC 6), 7=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-761/135, 3-4=-760/135 BOT CHORD 8-10=-105/630, 7-8=-9/624 WEBS 3-8=-28/503, 2-10=-812/151, 4-7=-821/132 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) 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) 10, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). August 30,2019 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 18_Shadow_Wood Truss T06 Truss Type COMMON Qty 5 Ply 1 18 Shadow Wood Job Reference (optional) I38366971 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-AVY4mZnNVUHtQ_eG0Vl1TU9nc4p99Tv1rNFo7EyixZy Scale = 1:60.7 1 2 3 4 5 9 8 7 6 2x4 4x6 2x4 3x6 3x8 3x6 3x6 4x6 4x6 10-5-8 10-5-8 20-11-0 10-5-8 3-8-2 3-8-2 10-5-8 6-9-6 17-2-14 6-9-6 20-11-0 3-8-2 1-3-09-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.67 0.75 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.03 (loc) 7-9 7-9 6 l/defl >999 >437 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* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=825/Mechanical, 6=825/0-3-8 Max Horz 9=-235(LC 4) Max Uplift 9=-26(LC 6), 6=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-763/134, 3-4=-763/134 BOT CHORD 7-9=-115/632, 6-7=-37/632 WEBS 3-7=-28/505, 2-9=-814/151, 4-6=-814/151 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) 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) 9, 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.). August 30,2019 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 18_Shadow_Wood Truss T07 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366972 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-eh5Szvo?GoPk28DSZDGG?iivhU5hupIA41?MfgyixZx Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 122526 5x8 3x6 5x6 8x10 3x4 10x16 8x16 3x6 3x16 MT18HS 3x8 2x4 3x8 8x8 2x4 3x8 2x4 3x8 3x4 6x10 5x6 3x8 MT18HS 0-1-152-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 17-6-10 4-10-10 24-4-8 6-9-14 31-1-2 6-8-10 37-11-0 6-9-14 45-7-8 7-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 13-0-0 0-4-0 17-6-10 4-6-10 24-4-8 6-9-14 31-1-2 6-8-10 37-11-0 6-9-14 45-7-8 7-8-8 0-10-06-1-16-3-03-0-70-8-06-1-15.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-0-8], [5:0-4-0,0-2-2], [11:0-3-0,0-1-12], [18:0-2-8,Edge], [23:Edge,0-2-8], [24:0-2-12,0-2-0], [24:0-1-10,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.99 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.94 0.36 (loc) 16-18 16-18 12 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-23,5-19: 2x3 SPF No.2, 20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-13,18-20,2-22: 2x4 SPF No.2, 11-12,2-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-6 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-13, 11-12 REACTIONS.(lb/size)24=1987/0-3-8, 12=1975/0-3-8 Max Horz 24=92(LC 5) Max Uplift 24=-78(LC 4), 12=-80(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4771/515, 3-4=-4978/603, 4-5=-3816/438, 5-6=-3441/422, 6-7=-3951/457, 7-9=-3951/457, 9-10=-2180/294, 10-11=-2444/277, 11-12=-1906/233, 2-24=-1942/255 BOT CHORD 23-24=-53/332, 21-22=-362/4039, 20-21=-362/4039, 5-20=-87/1223, 16-18=-273/3722, 15-16=-241/3515, 13-15=-241/3515 WEBS 4-22=-141/600, 4-21=0/279, 4-20=-678/131, 6-18=-298/111, 6-16=-36/409, 7-16=-410/135, 9-16=-60/609, 9-15=0/302, 9-13=-1800/155, 10-13=0/577, 11-13=-148/2259, 18-20=-254/3515, 6-20=-572/62, 2-22=-413/3995 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) 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) * 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. 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) 24, 12. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss T08 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366973 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-a4DDObpFoPfSHSNrheIk47nD0HoJMkKTYLUTjZyixZv Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 142829 3x6 5x12 3x12 3x4 8x8 3x4 3x6 6x10 8x16 3x4 3x4 3x6 3x4 3x4 3x4 3x6 3x8 2x4 6x16 10x16 MT18HS 10x16 MT18HS 6x10 5x12 3x8 4x8 0-1-152-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 17-0-0 4-4-0 25-8-8 8-8-8 26-9-0 1-0-8 33-11-0 7-2-0 45-7-8 11-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 17-0-0 4-4-0 25-8-8 8-8-8 26-9-0 1-0-8 33-11-0 7-2-0 39-8-0 5-9-0 45-7-8 5-11-8 0-10-07-9-17-11-03-0-73-0-00-8-00-8-07-9-15.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-1-5], [11:0-5-6,Edge], [20:Edge,0-2-8], [25:0-3-12,Edge], [26:Edge,0-2-8], [27:0-1-10,0-0-11], [27:0-2-12,0-2-0] 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-SH 0.98 0.85 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -1.24 0.61 (loc) 14-15 14-15 14 l/defl >999 >438 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SP 2400F 2.0E, 1-5,10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x3 SPF No.2 *Except* 26-27,20-22,16-17: 2x4 SPF No.2 23-25,18-19,14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 11-18,2-25: 2x4 SPF No.2, 13-14,12-14,2-27: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-3-4 oc bracing: 25-26. WEBS 1 Row at midpt 7-21, 11-15 2 Rows at 1/3 pts 12-14 REACTIONS.(lb/size)27=1893/0-3-8, 14=1915/0-3-8 Max Horz 27=97(LC 6) Max Uplift 27=-99(LC 6), 14=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4531/539, 3-4=-4729/628, 4-6=-3550/461, 6-7=-3487/518, 7-8=-4715/570, 8-9=-4732/565, 9-11=-4763/568, 11-12=-2440/336, 2-27=-1849/264 BOT CHORD 26-27=-54/315, 24-25=-383/3809, 23-24=-383/3809, 8-19=-685/133, 18-19=-344/4762, 14-15=-166/1816 WEBS 4-24=0/281, 4-23=-713/130, 21-23=-131/2404, 7-23=-195/1135, 7-21=-1122/188, 19-21=-192/2751, 7-19=-190/2361, 15-18=-120/2379, 11-18=-270/2993, 11-15=-1007/134, 12-15=0/620, 12-14=-2325/284, 2-25=-433/3793, 4-25=-153/601 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) 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) * 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. 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) 27, 14. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss T09 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366974 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2GnbcxqtZjnJvcy1FLpzdKKOch6d5Aicm_D0G?yixZu Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1530 3x6 6x6 8x8 3x6 8x8 3x4 3x6 6x10 8x16 3x4 3x4 3x6 4x6 12x12 3x4 3x4 3x6 3x8 2x4 4x6 5x12 8x10 6x10 3x6 4x8 3x4 5x6 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-11-7 4-3-7 21-0-0 4-0-10 25-8-8 4-8-8 26-9-0 1-0-8 29-11-0 3-2-0 37-4-6 7-5-7 45-7-8 8-3-1 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-11-7 4-3-7 21-0-0 4-0-10 25-8-8 4-8-8 26-9-0 1-0-8 29-11-0 3-2-0 37-4-6 7-5-7 45-7-8 8-3-1 0-10-09-5-19-7-03-0-73-0-00-8-00-8-09-5-15.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-1-12], [16:0-2-8,0-2-0], [18:0-4-12,0-2-4], [21:0-6-4,0-4-8], [22:Edge,0-2-8], [23:0-6-0,0-2-0], [27:0-3-12,Edge], [28:Edge,0-2-8], [29:0-1-10 ,0-0-11], [29:0-2-12,0-2-0] 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-SH 0.93 0.98 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.08 0.54 (loc) 22 22-23 15 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-28,6-24,9-22,10-19: 2x3 SPF No.2, 25-27: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 11-18,2-27: 2x4 SPF No.2, 2-29,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-3 max.): 8-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 4-6-8 oc bracing: 27-28 2-2-0 oc bracing: 20-21. WEBS 1 Row at midpt 11-18, 12-18, 14-15, 7-23, 8-23 REACTIONS.(lb/size)29=1902/0-3-8, 15=1903/0-3-8 Max Horz 29=113(LC 6) Max Uplift 29=-118(LC 6), 15=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4555/562, 3-4=-4755/651, 4-6=-3574/484, 6-7=-3538/546, 7-8=-2831/486, 8-9=-3504/481, 9-10=-3342/461, 10-11=-3339/462, 11-12=-2382/387, 12-14=-2420/326, 2-29=-1858/273, 14-15=-1832/258 BOT CHORD 28-29=-65/317, 26-27=-404/3831, 25-26=-404/3831, 9-21=-12/517, 20-21=-199/3531, 16-18=-164/2159 WEBS 4-27=-161/606, 4-26=0/281, 4-25=-711/130, 23-25=-150/2392, 7-25=-203/1188, 21-23=-179/2822, 8-21=-59/1349, 9-20=-807/91, 18-20=-140/2914, 11-20=-166/2696, 11-18=-1799/110, 12-16=-460/169, 14-16=-196/2211, 2-27=-452/3813, 7-23=-973/242, 8-23=-431/42 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 15 except (jt=lb) 29=118. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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.). August 30,2019 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 18_Shadow_Wood Truss T10 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366975 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WSLzpHrWK1vAWmXDo3KCAYsce5UuqeWm?ezZoRyixZt Scale = 1:87.2 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 142728293031 3x6 5x6 5x6 3x6 8x8 3x4 4x6 5x12 8x16 3x4 3x6 3x8 MT18HS 3x8 2x4 5x8 4x10 3x6 3x6 3x6 3x6 3x8 3x12 3x6 3x16 MT18HS 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-4 5-8-4 25-0-0 6-7-13 25-11-0 0-11-0 35-6-14 9-7-15 45-7-8 10-0-10 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-4 5-8-4 25-0-0 6-7-13 25-11-0 0-11-0 32-5-10 6-6-10 38-7-4 6-1-10 45-7-8 7-0-4 0-10-011-1-111-3-03-0-70-8-011-1-15.00 12 Plate Offsets (X,Y)-- [20:0-2-8,0-2-8], [24:0-4-8,0-3-4], [26:0-1-12,0-0-0], [26:Edge,0-5-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.85 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.74 0.33 (loc) 15-17 15-17 14 l/defl >999 >737 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 219 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 22-24,14-16,16-19: 2x4 SPF 2100F 1.8E, 6-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,8-18,9-17,10-17,2-26,11-14,2-24: 2x4 SPF No.2 13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25. WEBS 1 Row at midpt 7-20, 7-18, 10-17 2 Rows at 1/3 pts 11-14 REACTIONS.(lb/size)26=2035/0-3-8, 14=2121/0-3-8 Max Horz 26=129(LC 6) Max Uplift 26=-133(LC 6), 14=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4632/543, 3-4=-5135/681, 4-6=-3924/508, 6-7=-3898/581, 7-8=-2453/419, 8-9=-2187/415, 9-10=-2449/417, 10-11=-2726/389, 2-26=-1959/277 BOT CHORD 25-26=-95/498, 23-24=-425/4159, 22-23=-425/4159, 6-22=-251/125, 20-21=-19/310, 18-20=-197/2807, 17-18=-72/2187, 15-17=-154/2434, 14-15=-184/2236 WEBS 4-24=-176/630, 4-23=0/284, 4-22=-715/128, 20-22=-178/2515, 7-22=-203/1246, 7-18=-1025/198, 8-18=-103/707, 9-17=-51/659, 10-17=-508/146, 11-15=0/475, 11-14=-2799/279, 2-24=-414/3675 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) 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) * 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. 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) 14 except (jt=lb) 26=133. 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) 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.).August 30,2019 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 18_Shadow_Wood Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366976 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_fvL1ds85K108v6QMmrRilPmqVr6Z4mvEIi7KuyixZs Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 1224252627 3x6 5x8 5x8 3x4 8x8 3x4 4x6 5x12 8x16 3x4 3x4 3x16 MT18HS 3x8 2x4 5x8 4x10 4x8 4x6 5x6 5x8 3x8 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-5-9 3-9-9 25-5-8 8-11-15 34-4-3 8-10-11 45-7-8 11-3-5 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-5-9 3-9-9 25-5-8 8-11-15 34-4-3 8-10-11 42-7-14 8-3-11 45-7-8 2-11-10 0-10-07-8-1411-5-54-5-60-8-05.00 12 3.50 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [17:0-2-8,0-2-8], [21:0-4-8,0-3-4], [23:Edge,0-5-11], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.78 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.92 0.31 (loc) 15-17 12-13 12 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-23,3-22: 2x4 SPF No.2, 6-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,8-15,9-15,2-23,2-21: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,18-19. WEBS 1 Row at midpt 7-15, 9-15, 10-12 REACTIONS.(lb/size)23=2041/0-3-8, 12=2100/0-3-8 Max Horz 23=139(LC 6) Max Uplift 23=-134(LC 6), 12=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4644/548, 3-4=-5140/687, 4-6=-3935/503, 6-7=-3846/541, 7-8=-2412/407, 8-9=-2405/405, 9-10=-2618/358, 2-23=-1966/278 BOT CHORD 22-23=-101/499, 20-21=-445/4178, 19-20=-445/4178, 15-17=-247/2999, 13-15=-162/2450, 12-13=-99/1130 WEBS 4-21=-176/615, 4-20=0/279, 4-19=-737/142, 17-19=-202/2812, 7-19=-160/1143, 7-15=-1162/216, 8-15=-102/1243, 9-15=-545/117, 9-13=-406/170, 10-13=-71/1541, 10-12=-2236/326, 2-21=-424/3683 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 12 except (jt=lb) 23=134. 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.). August 30,2019 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 18_Shadow_Wood Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366977 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-SrTjEysmse9tm3hcwTNgFzxxauBLIX03SySgsKyixZr Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 1224252627 3x6 5x8 5x8 3x4 8x8 3x4 4x6 5x12 8x16 3x4 3x4 3x16 MT18HS 3x8 2x4 5x8 4x10 4x8 4x6 5x6 5x8 3x8 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-6-13 3-10-13 25-5-8 8-10-11 34-4-3 8-10-11 45-7-8 11-3-5 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-6-13 3-10-13 25-5-8 8-10-11 34-4-3 8-10-11 42-7-14 8-3-11 45-7-8 2-11-10 0-10-07-8-1411-5-54-5-60-8-05.00 12 3.50 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [17:0-2-8,0-2-8], [21:0-4-8,0-3-4], [23:Edge,0-5-11], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.78 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.92 0.31 (loc) 15-17 12-13 12 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-23,3-22: 2x4 SPF No.2, 6-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,8-15,9-15,2-23,2-21: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,18-19. WEBS 1 Row at midpt 7-15, 9-15, 10-12 REACTIONS.(lb/size)23=2041/0-3-8, 12=2100/0-3-8 Max Horz 23=139(LC 6) Max Uplift 23=-134(LC 6), 12=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4644/548, 3-4=-5140/687, 4-6=-3935/503, 6-7=-3846/541, 7-8=-2412/407, 8-9=-2405/405, 9-10=-2618/358, 2-23=-1966/278 BOT CHORD 22-23=-101/499, 20-21=-445/4178, 19-20=-445/4178, 15-17=-247/2999, 13-15=-162/2450, 12-13=-99/1130 WEBS 4-21=-176/615, 4-20=0/279, 4-19=-737/142, 17-19=-202/2812, 7-19=-160/1143, 7-15=-1162/216, 8-15=-102/1243, 9-15=-545/117, 9-13=-406/170, 10-13=-71/1541, 10-12=-2236/326, 2-21=-424/3683 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 12 except (jt=lb) 23=134. 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.). August 30,2019 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 18_Shadow_Wood Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366978 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-x116RItOdyHkNDGoUBuvnAU4HIVw1?hChcBDPmyixZq Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 112425 3x6 5x6 5x8 3x4 10x10 3x8 MT18HS 3x4 3x4 5x12 4x6 3x4 3x8 4x8 3x6 6x16 3x6 2x4 6x10 6x10 4x6 5x8 8-10-5 8-10-5 12-11-5 4-1-0 16-6-13 3-7-8 20-5-14 3-11-1 25-5-8 4-11-10 27-0-8 1-7-0 28-11-0 1-10-8 34-4-3 5-5-3 45-7-8 11-3-5 -0-11-0 0-11-0 8-10-5 8-10-5 16-6-13 7-8-8 25-5-8 8-10-11 28-11-0 3-5-8 34-4-3 5-5-3 42-7-14 8-3-11 45-7-8 2-11-10 0-10-07-8-1411-5-54-5-63-0-05.00 12 3.50 12 Plate Offsets (X,Y)-- [15:0-6-4,0-4-4], [16:0-2-0,0-0-8], [17:0-5-0,0-2-8], [18:Edge,0-2-8], [22:0-2-8,0-2-0], [23:0-4-8,Edge], [23:0-2-9,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.95 0.89 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.00 0.34 (loc) 11-12 11-12 11 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18,7-14: 2x3 SPF No.2, 15-17,11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19: 2x4 SPF No.2, 2-23: 2x6 SP 2400F 2.0E, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-9-9 oc bracing: 20-22 6-0-0 oc bracing: 16-18. WEBS 1 Row at midpt 3-20, 5-17, 7-17, 8-12, 9-11 JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size)23=1887/0-3-8, 11=1900/0-3-8 Max Horz 23=140(LC 6) Max Uplift 23=-136(LC 6), 11=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3448/450, 3-5=-2936/452, 5-6=-2828/433, 6-7=-2780/457, 7-8=-3286/482, 8-9=-2289/355, 2-23=-1797/322 BOT CHORD 22-23=-250/928, 20-22=-355/3082, 16-17=-179/2942, 15-16=-183/2969, 7-15=-71/790, 11-12=-102/1022 WEBS 3-20=-541/122, 5-17=-320/162, 17-19=0/340, 6-17=-194/1719, 7-17=-931/165, 12-15=-180/2469, 8-15=-31/1051, 8-12=-1673/251, 9-12=-62/1293, 2-22=-132/2160, 9-11=-2014/335, 17-20=-263/2732, 5-20=-434/124 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 11 except (jt=lb) 23=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) 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.). August 30,2019 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 18_Shadow_Wood Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366979 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PEaUfeu0OFQb?Nq?1uP8KO1F5ivCmY3LwGxnxDyixZp Scale = 1:71.4 1 2 3 4 5 6 7 14 13 12 11 10 9 815161718 4x8 4x10 2x4 3x4 3x6 3x6 5x6 3x8 3x6 3x6 6x6 5x8 3x8 4-6-13 4-6-13 13-5-8 8-10-11 22-4-3 8-10-11 33-7-8 11-3-5 -0-11-0 0-11-0 4-6-13 4-6-13 13-5-8 8-10-11 22-4-3 8-10-11 30-7-14 8-3-11 33-7-8 2-11-10 5-10-07-8-1411-5-54-5-65.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-2-9,0-3-0], [9:0-2-8,0-1-8], [13:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.95 0.63 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.84 0.05 (loc) 8-9 8-9 8 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-11,4-11,5-11: 2x4 SPF No.2, 2-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-13, 5-11, 2-14, 6-8 REACTIONS.(lb/size)14=1620/0-3-8, 8=1561/0-3-8 Max Horz 14=-142(LC 4) Max Uplift 14=-77(LC 6), 8=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-974/204, 3-4=-1363/288, 4-5=-1356/286, 5-6=-1783/265, 2-14=-1628/231 BOT CHORD 11-13=-23/881, 9-11=-69/1644, 8-9=-89/827 WEBS 3-13=-831/169, 3-11=0/405, 4-11=-10/446, 5-11=-686/131, 6-9=-5/956, 2-13=-107/1447, 6-8=-1623/258 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) 14, 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.). August 30,2019 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 18_Shadow_Wood Truss T15 Truss Type ROOF SPECIAL Qty 6 Ply 1 18 Shadow Wood Job Reference (optional) I38366980 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-tQ8ss_ve8ZYSdXPBbcwNtbZQ16ANVvWV9wgKTfyixZo Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 3x6 5x8 5x6 3x6 3x8 2x4 3x6 3x6 4x8 8x10 5x12 3x4 3x8 3x6 5x6 3x4 6x6 3x6 5-5-0 5-5-0 5-6-12 0-1-12 13-6-14 8-0-2 21-11-13 8-5-0 30-10-8 8-10-11 37-6-0 6-7-8 44-4-0 6-10-0 -0-11-0 0-11-0 5-5-0 5-5-0 13-6-14 8-1-14 21-11-13 8-5-0 30-10-8 8-10-11 39-10-7 8-11-15 44-4-0 4-5-9 45-3-0 0-11-0 0-3-146-8-1410-5-511-5-55-10-01-0-03.50 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-0-2], [2:0-0-4,Edge], [9:0-2-9,0-3-0], [12:0-2-8,0-2-8], [17:0-2-8,0-2-0] 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-SH 0.93 0.95 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.58 0.11 (loc) 14-15 14-15 11 l/defl >999 >800 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-14,7-14,8-14: 2x4 SPF No.2, 9-11: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-15, 6-14, 8-12, 9-11 REACTIONS.(lb/size)2=228/0-3-8, 18=1941/0-3-8, 11=1835/0-3-8 Max Horz 2=143(LC 5) Max Uplift 2=-27(LC 4), 18=-151(LC 6), 11=-78(LC 7) Max Grav 2=231(LC 10), 18=1941(LC 1), 11=1835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-2438/352, 6-7=-1636/318, 7-8=-1643/320, 8-9=-1109/220, 9-11=-1840/257 BOT CHORD 18-19=-1861/284, 3-19=-443/176, 15-17=-187/2212, 14-15=-143/2264, 12-14=-13/1005 WEBS 17-19=-208/2164, 5-19=-2455/255, 6-15=0/353, 6-14=-1125/200, 7-14=-33/651, 8-14=-0/567, 8-12=-997/188, 9-12=-133/1648 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) 2, 11 except (jt=lb) 18=151. 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.). August 30,2019 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 18_Shadow_Wood Truss T16 Truss Type ROOF SPECIAL Qty 3 Ply 1 18 Shadow Wood Job Reference (optional) I38366981 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LciE4KwGvtgJEh_N9JRcPp6a8WYgERWeNaQu05yixZn Scale = 1:71.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 81617 4x10 4x8 2x4 3x6 3x4 5x6 3x4 3x8 3x6 5x6 6x6 3x4 6x6 3x6 4-1-14 4-1-14 12-6-13 8-4-15 21-5-8 8-10-11 30-5-7 8-11-15 34-11-0 4-5-9 4-1-14 4-1-14 12-6-13 8-4-15 21-5-8 8-10-11 30-5-7 8-11-15 34-11-0 4-5-9 35-10-0 0-11-0 4-0-147-8-1411-5-55-10-03.50 12 5.00 12 Plate Offsets (X,Y)-- [6:0-2-9,0-3-0], [9:0-2-8,0-2-8], [14:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.97 0.82 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.45 0.07 (loc) 11-13 11-13 8 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 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* 3-11,4-11,5-11: 2x4 SPF No.2, 1-15,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 3-11, 5-9, 6-8 REACTIONS.(lb/size)15=1520/0-3-8, 8=1667/0-3-8 Max Horz 15=144(LC 5) Max Uplift 15=-80(LC 6), 8=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1219/198, 2-3=-1912/293, 3-4=-1419/294, 4-5=-1425/296, 5-6=-1003/209, 1-15=-1488/190, 6-8=-1672/238 BOT CHORD 13-14=-95/1165, 11-13=-86/1766, 9-11=-20/907 WEBS 2-14=-993/199, 2-13=-16/700, 3-11=-761/156, 4-11=-16/487, 5-11=0/443, 5-9=-870/173, 1-14=-172/1603, 6-9=-114/1489 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) 15, 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.). August 30,2019 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 18_Shadow_Wood Truss T17 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366982 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ppGcHgwvgAoAsqZaj1yry0fmdvuozuQocE9RYYyixZm Scale = 1:84.4 Sheet Back Right Option 6-3-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 112829 30 3x6 5x6 3x6 3x4 3x6 3x4 3x6 3x6 3x8 3x6 5x6 5x6 5x6 3x8 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-1-155-11-1 5-11-1 12-2-8 6-3-7 21-2-8 9-0-0 30-2-7 8-11-15 34-4-8 4-2-1 34-8-0 0-3-8 40-8-0 6-0-0 5-11-1 5-11-1 12-2-8 6-3-7 21-2-8 9-0-0 30-2-7 8-11-15 34-4-8 4-2-1 34-8-0 0-3-8 37-10-0 3-2-0 40-8-0 2-10-0 41-7-0 0-11-0 2-7-411-5-53-4-05.00 12 Plate Offsets (X,Y)-- [17:0-2-8,0-2-8], [22:0-2-8,0-1-8] 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-SH 0.93 0.83 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.07 (loc) 19-21 19-21 11 l/defl >999 >862 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 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* 3-19,7-19,5-19: 2x4 SPF No.2, 1-23,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 7-17, 8-16 REACTIONS.All bearings 6-3-8 except (jt=length) 23=Mechanical. (lb) - Max Horz 23=-90(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 23, 15, 16 except 11=-123(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 15, 13, 14 except 23=1514(LC 1), 11=277(LC 11), 16=1774(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1784/258, 2-3=-1968/324, 3-5=-1419/316, 5-7=-1418/316, 7-8=-1021/251, 1-23=-1452/213, 9-11=-256/162 BOT CHORD 21-22=-114/1589, 19-21=-91/1762, 17-19=-17/914 WEBS 3-21=0/259, 3-19=-764/168, 7-19=0/431, 7-17=-828/150, 8-17=-72/1439, 1-22=-161/1660, 2-22=-541/134, 5-19=-39/493, 8-16=-1764/189 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 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) 23, 15, 16 except (jt=lb) 11=123. 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.). August 30,2019 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 18_Shadow_Wood Truss T18 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366983 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-H?q?V0xXRUw1U_8mGkT4UEBz?JFHiIkxruv_4_yixZl Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 5x6 5x12 3x6 3x4 3x8 3x4 3x6 3x6 3x8 3x4 3x6 3x4 3x8 5x6 3x8 4x8 3x6 3x8 0-1-155-11-1 5-11-1 12-2-8 6-3-7 20-4-0 8-1-7 22-1-0 1-9-0 30-2-7 8-1-7 40-8-0 10-5-9 5-11-1 5-11-1 12-2-8 6-3-7 20-4-0 8-1-7 22-1-0 1-9-0 30-2-7 8-1-7 34-4-7 4-1-15 40-8-0 6-3-9 41-7-0 0-11-0 2-7-410-11-011-0-153-4-010-11-05.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-5], [19:0-2-8,0-1-8] 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-SH 0.82 0.75 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.64 0.12 (loc) 12-13 12-13 12 l/defl >999 >753 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,3-18,8-13,9-13,1-19,2-19: 2x3 SPF No.2 1-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 8-15, 9-12 REACTIONS.(lb/size)20=1783/Mechanical, 12=1953/0-3-8 Max Horz 20=-86(LC 7) Max Uplift 20=-79(LC 6), 12=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2138/284, 2-3=-2436/357, 3-5=-2030/362, 5-6=-1783/371, 6-8=-2013/363, 8-9=-2272/334, 1-20=-1719/232, 10-12=-291/159 BOT CHORD 18-19=-138/1917, 16-18=-119/2191, 15-16=-16/1774, 13-15=-90/2067, 12-13=-116/1744 WEBS 2-18=0/344, 3-16=-610/144, 5-16=-48/559, 6-16=-217/273, 6-15=-37/383, 8-15=-487/111, 9-13=0/544, 1-19=-187/2012, 9-12=-2257/209, 2-19=-674/144 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) 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) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=103. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss T19 Truss Type Hip Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366984 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lBONiMy9Co2u58jyqS?J1Rk6ijcKRl053YeYcQyixZk Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119202122 3x6 5x6 5x6 3x6 3x4 3x8 3x6 3x8 3x8 3x4 3x8 3x6 4x8 5x6 3x4 5x8 3x8 0-1-158-3-11 8-3-11 16-4-0 8-0-4 26-1-0 9-9-0 34-1-7 8-0-6 40-8-0 6-6-9 8-3-11 8-3-11 16-4-0 8-0-4 21-2-8 4-10-8 26-1-0 4-10-8 34-1-7 8-0-6 40-8-0 6-6-9 41-7-0 0-11-0 2-7-49-3-09-4-153-4-09-3-05.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [9:0-2-12,0-2-8], [12:0-2-8,0-2-0], [17:0-2-8,0-1-8] 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-SH 0.95 0.70 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -0.81 0.09 (loc) 14-15 14-15 11 l/defl >999 >599 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-15, 5-14 REACTIONS.(lb/size)18=1825/Mechanical, 11=1910/0-3-8 Max Horz 18=-71(LC 7) Max Uplift 18=-62(LC 6), 11=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2474/306, 2-4=-2355/339, 4-5=-2079/346, 5-6=-1993/338, 6-8=-2256/328, 8-9=-2044/275, 1-18=-1746/235, 9-11=-1852/268 BOT CHORD 15-17=-139/2208, 14-15=-67/2129, 12-14=-102/1831 WEBS 2-17=-388/151, 4-15=-0/522, 5-15=-269/64, 5-14=-420/67, 6-14=0/503, 8-14=0/348, 8-12=-658/153, 9-12=-151/1993, 1-17=-176/2203 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) 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) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss T20 Truss Type HIP Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366985 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lBONiMy9Co2u58jyqS?J1Rk9YjYGRii53YeYcQyixZk Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 5x6 5x12 3x8 3x4 3x8 3x6 4x8 3x4 2x4 3x8 5x12 3x6 3x8 4x6 3x4 3x6 0-1-158-3-10 8-3-10 12-4-0 4-0-6 21-2-8 8-10-8 30-1-0 8-10-8 40-8-0 10-7-0 8-3-10 8-3-10 12-4-0 4-0-6 21-2-8 8-10-8 30-1-0 8-10-8 35-4-8 5-3-8 40-8-0 5-3-8 41-7-0 0-11-0 2-7-47-7-07-8-153-4-07-7-05.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-6-0,0-1-5], [6:0-6-0,0-1-5], [11:0-2-8,0-1-8], [16:0-2-8,0-2-0] 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-SH 0.71 0.96 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.65 0.12 (loc) 13-15 10-11 10 l/defl >999 >740 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-13,6-13,1-17: 2x4 SPF No.2, 8-10,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-4 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. WEBS 1 Row at midpt 7-10 REACTIONS.(lb/size)17=1793/Mechanical, 10=1953/0-3-8 Max Horz 17=69(LC 5) Max Uplift 17=-41(LC 6), 10=-67(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2401/288, 2-3=-2433/335, 3-4=-2689/370, 4-6=-2686/370, 6-7=-2290/294, 1-17=-1707/228 BOT CHORD 15-16=-119/2134, 13-15=-77/2203, 11-13=-57/2070, 10-11=-97/1598 WEBS 2-16=-512/120, 2-15=-1/319, 3-13=-67/739, 4-13=-666/208, 6-13=-95/887, 7-11=0/733, 7-10=-2203/207, 1-16=-153/2106 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) 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) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss T21 Truss Type Hip Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366986 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DOylviznz5AljII8O9WYafHHd7tBA9vEICO59syixZj Scale = 1:72.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819 5x8 5x12 3x6 3x4 3x6 4x8 4x8 2x4 2x4 3x8 3x4 8x8 5x6 3x16 MT18HS 5x12 0-1-158-4-0 8-4-0 16-11-7 8-7-7 25-5-9 8-6-3 34-1-0 8-7-7 40-8-0 6-7-0 8-4-0 8-4-0 16-11-7 8-7-7 25-5-9 8-6-3 34-1-0 8-7-7 40-8-0 6-7-0 41-7-0 0-11-0 2-7-45-11-06-0-153-4-05-11-05.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-6-0,0-1-5], [7:0-2-5,Edge], [15:0-2-8,0-2-0] 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-SH 0.94 0.91 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.58 0.13 (loc) 13-15 13-15 9 l/defl >999 >841 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 161 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-13,5-10,1-16: 2x4 SPF No.2, 7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-12. WEBS 1 Row at midpt 5-13, 5-10 REACTIONS.(lb/size)16=1784/Mechanical, 9=1847/0-3-8 Max Horz 16=72(LC 5) Max Uplift 16=-71(LC 4), 9=-105(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2415/262, 2-3=-3273/383, 3-5=-3271/382, 5-6=-1751/250, 6-7=-1963/236, 1-16=-1717/215, 7-9=-1797/244 BOT CHORD 13-15=-119/2158, 12-13=-211/3235, 10-12=-211/3235 WEBS 2-15=-320/143, 2-13=-120/1413, 3-13=-573/174, 5-12=0/378, 5-10=-1815/148, 6-10=0/371, 1-15=-119/2134, 7-10=-97/1901 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) 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) * 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. 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) 16 except (jt=lb) 9=105. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366987 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iaV771zPkPIcLStLys1n6spW9XINvdxNXs7fhJyixZi Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 81314151617 4x6 3x6 2x4 3x4 6x8 8x10 10x10 4x10 3x6 5x8 10x10 1-9-8 1-9-8 2-3-0 0-5-8 6-10-14 4-7-14 11-4-2 4-5-4 11-8-0 0-3-14 15-9-8 4-1-8 4-7-1 4-7-1 6-10-14 2-3-13 11-4-2 4-5-4 11-8-0 0-3-14 15-9-8 4-1-8 16-8-8 0-11-0 6-9-210-7-11-3-010.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-1-8], [9:0-3-8,0-5-0], [10:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.60 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.02 (loc) 9-10 9-10 8 l/defl >999 >813 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-11,3-11,3-10,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)8=5080/0-3-8, 11=7673/0-5-8 (req. 0-6-0) Max Horz 11=-327(LC 3) Max Uplift 8=-696(LC 6), 11=-593(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-3602/369, 5-6=-6107/821, 1-12=-631/61, 6-8=-5114/698 BOT CHORD 10-11=-256/2700, 9-10=-570/4624 WEBS 3-11=-5192/561, 3-10=-561/6419, 5-10=-2583/639, 1-11=-69/492, 6-9=-570/4547, 5-9=-662/3133 NOTES-(12-13) 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 8) Bearings are assumed to be: Joint 11 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) except (jt=lb) 8=696, 11=593. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1494 lb down and 94 lb up at 1-11-4, 1754 lb down and 91 lb up at 3-11-4, 1769 lb down and 74 lb up at 5-11-4, 1773 lb down and 53 lb up at 7-11-4, and 1764 lb down and 83 lb up at 9-11-4, and 2798 lb down and 796 lb up at 11-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 August 30,2019 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 18_Shadow_Wood Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366987 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:57 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-iaV771zPkPIcLStLys1n6spW9XINvdxNXs7fhJyixZi 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 12-14=-20, 10-14=-60, 8-10=-20 Concentrated Loads (lb) Vert: 11=-1494(B) 9=-2798(B) 13=-1754(B) 15=-1769(B) 16=-1773(B) 17=-1764(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 18_Shadow_Wood Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366988 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-eyduYj?fG0YJal1j3H3FBHvnPKuhNXQg_AcllByixZg Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 1428293031 32 33 34 35 36 37 38 39 40 41 42 43 44 5x8 3x6 3x4 5x6 8x8 2x4 8x16 8x16 3x4 3x6 5x6 4x8 2x4 4x6 8x10 3x6 2x4 3x8 2x4 5x12 2x4 5x12 3x6 4x6 0-1-22-3-8 2-3-8 5-7-12 3-4-4 9-0-0 3-4-4 12-8-0 3-8-0 14-10-9 2-2-9 23-6-14 8-8-5 30-10-10 7-3-13 38-2-7 7-3-13 45-7-8 7-5-1 -0-11-0 0-11-0 2-3-8 2-3-8 5-7-12 3-4-4 9-0-0 3-4-4 12-8-0 3-8-0 14-10-9 2-2-9 23-6-14 8-8-5 30-10-10 7-3-13 38-2-7 7-3-13 45-7-8 7-5-1 0-10-04-5-144-7-04-5-140-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [5:0-4-0,0-2-2], [27:Edge,0-5-11], [27:0-1-12,0-0-0] 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-SH 0.97 0.99 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.47 -1.02 0.30 (loc) 19-20 19-20 14 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 444 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 20-22,9-20,9-17,12-17,12-14,2-25: 2x4 SPF No.2 2-27,3-26: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-5 max.): 5-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22 9-11-3 oc bracing: 19-20 9-11-10 oc bracing: 17-19. WEBS 1 Row at midpt 12-14 REACTIONS.(lb/size)14=3235/0-3-8, 27=3173/0-3-8 Max Horz 27=141(LC 4) Max Uplift 14=-948(LC 4), 27=-780(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7684/1941, 3-4=-8957/2350, 4-5=-7188/1979, 5-6=-8361/2372, 6-7=-8277/2349, 7-9=-7914/2271, 9-10=-7814/2292, 10-12=-7814/2292, 2-27=-2973/749 BOT CHORD 26-27=-403/1377, 24-25=-1998/7257, 23-24=-1998/7257, 22-23=-1873/6578, 20-21=-367/1266, 19-20=-2627/8986, 17-19=-2627/8986, 15-17=-1462/4925, 14-15=-1462/4925 WEBS 4-23=-769/195, 5-23=-240/933, 5-22=-735/2470, 20-22=-2022/6986, 7-22=-184/706, 7-20=-1147/326, 9-20=-1265/382, 9-19=-191/671, 9-17=-1344/378, 10-17=-411/129, 12-17=-959/3315, 12-15=-190/656, 12-14=-5604/1633, 4-25=-318/1211, 2-25=-1472/5568 NOTES-(14-15) 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 27 = 0%, joint 27 = 0% 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) except (jt=lb) 14=948, 27=780. Continued on page 2 August 30,2019 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 18_Shadow_Wood Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366988 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:58:59 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-eyduYj?fG0YJal1j3H3FBHvnPKuhNXQg_AcllByixZg NOTES-(14-15) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 40 lb up at 2-10-4, 121 lb down and 40 lb up at 4-10-4, 121 lb down and 59 lb up at 6-10-4, 121 lb down and 70 lb up at 8-10-4, 123 lb down and 69 lb up at 10-10-4, 123 lb down and 70 lb up at 12-9-12, 123 lb down and 70 lb up at 14-10-4, 123 lb down and 70 lb up at 16-10-4, 123 lb down and 70 lb up at 18-10-4, 123 lb down and 70 lb up at 20-10-4, 123 lb down and 70 lb up at 22-10-4, 123 lb down and 70 lb up at 24-10-4, 123 lb down and 70 lb up at 26-10-4, 123 lb down and 70 lb up at 28-10-4, 123 lb down and 70 lb up at 30-10-4, 123 lb down and 70 lb up at 32-10-4, 123 lb down and 70 lb up at 34-10-4, 123 lb down and 70 lb up at 36-10-4, 123 lb down and 70 lb up at 38-10-4, 123 lb down and 70 lb up at 40-10-4, and 123 lb down and 70 lb up at 42-10-4, and 127 lb down and 68 lb up at 44-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-13=-60, 26-27=-20, 22-25=-20, 14-21=-20 Concentrated Loads (lb) Vert: 22=-123 18=-123 23=-121 20=-123 17=-123 28=-130 29=-121 30=-121 31=-123 32=-123 33=-123 34=-123 35=-123 36=-123 37=-123 38=-123 39=-123 40=-123 41=-123 42=-123 43=-123 44=-127 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 18_Shadow_Wood Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366989 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-69BGl30I1KgACvbwd?aUkVR?UkEK6_7qDqMJIeyixZf Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119202122232425262728293031323334 5x6 3x6 2x4 4x8 8x10 3x6 4x6 3x6 4x6 3x6 4x8 2x4 5x6 6x8 3x6 5x6 4x8 0-1-24-9-0 4-9-0 15-8-11 10-11-11 26-8-5 10-11-11 37-8-0 10-11-11 40-8-0 3-0-0 4-9-0 4-9-0 12-11-12 8-2-12 21-2-8 8-2-12 29-5-4 8-2-12 37-8-0 8-2-12 40-8-0 3-0-0 41-7-0 0-11-0 2-7-44-5-144-7-03-4-04-5-145.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.96 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.33 -0.71 0.13 (loc) 14-15 14-15 11 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 368 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-17,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-1 max.): 2-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-12 REACTIONS.(lb/size)18=2818/Mechanical, 11=2940/0-3-8 Max Horz 18=73(LC 12) Max Uplift 18=-784(LC 3), 11=-839(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3224/937, 2-3=-2916/870, 3-5=-6808/2019, 5-6=-6474/1929, 6-8=-1937/601, 8-9=-2122/643, 1-18=-2805/791, 9-11=-3058/878 BOT CHORD 15-17=-1817/6121, 14-15=-2063/6957, 12-14=-1669/5626 WEBS 2-17=-261/891, 3-17=-3601/1067, 3-15=-359/1250, 5-14=-610/187, 6-14=-441/1532, 6-12=-4119/1219, 8-12=-149/487, 1-17=-939/3267, 9-12=-839/2911 NOTES-(14-15) 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: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=784, 11=839. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 30,2019 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 18_Shadow_Wood Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366989 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:00 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-69BGl30I1KgACvbwd?aUkVR?UkEK6_7qDqMJIeyixZf NOTES-(14-15) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 70 lb up at 1-9-12, 123 lb down and 70 lb up at 3-9-12, 123 lb down and 70 lb up at 5-9-12, 123 lb down and 70 lb up at 7-9-12, 123 lb down and 70 lb up at 9-9-12, 123 lb down and 70 lb up at 11-9-12, 123 lb down and 70 lb up at 13-9-12, 123 lb down and 70 lb up at 15-9-12, 123 lb down and 70 lb up at 17-9-12, 123 lb down and 70 lb up at 19-9-12, 123 lb down and 70 lb up at 21-9-12, 123 lb down and 70 lb up at 23-9-12, 123 lb down and 70 lb up at 25-9-12, 123 lb down and 70 lb up at 27-9-12, 123 lb down and 70 lb up at 29-9-12, 123 lb down and 70 lb up at 31-9-12, 123 lb down and 70 lb up at 33-9-12, 123 lb down and 70 lb up at 35-9-12, and 121 lb down and 71 lb up at 37-9-12, and 122 lb down and 53 lb up at 39-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-8=-60, 8-9=-60, 9-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 16=-123 15=-123 12=-121 13=-123 19=-123 20=-123 21=-123 22=-123 23=-123 24=-123 25=-123 26=-123 27=-123 28=-123 29=-123 30=-123 31=-123 32=-123 33=-123 34=-122 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 18_Shadow_Wood Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366990 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-aLlezP1woeo1p3A6Bi6jHi_JM8mdreJzSU5sq4yixZe Scale = 1:12.8 1 2 3 4 5 9 8 7 6 10 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 0-1-62-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 0-10-12 0-10-12 2-3-8 1-4-12 4-0-0 1-8-8 1-3-01-10-91-11-150-9-11-1-81-2-90-8-01-10-910.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-R 0.18 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=147/0-1-8, 9=230/0-3-8 Max Horz 9=57(LC 13) Max Uplift 6=-27(LC 4), 9=-43(LC 5) Max Grav 6=150(LC 10), 9=230(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 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) 3 lb down and 25 lb up at 0-10-12, and 6 lb down and 27 lb up at 2-0-12 on top chord, and 13 lb down and 3 lb up at 0-10-12, and 10 lb down and 0 lb up at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 30,2019 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 18_Shadow_Wood Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366990 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-aLlezP1woeo1p3A6Bi6jHi_JM8mdreJzSU5sq4yixZe LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 8=-7(B) 4=-6(B) 10=-3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 18_Shadow_Wood Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366991 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2XJ0Al1YZxwuRDlIkQdypwXNEY0Vau96g8rPMWyixZd Scale = 1:33.4 1 2 3 4 5 6 7 8 11 10 91213141516 17 18 198x16 4x10 5x6 4x6 8x8 2x4 8x8 2x4 8x16 4x10 6-11-9 6-11-9 12-11-7 5-11-15 19-11-0 6-11-9 5-0-13 5-0-13 9-11-8 4-10-10 14-10-2 4-10-11 19-11-0 5-0-14 20-10-4 0-11-4 0-10-04-11-130-10-05.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-8], [7:0-0-0,0-4-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.61 0.53 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.06 (loc) 9-11 9-11 7 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-8-9, Right 2x4 SPF-S Stud 2-8-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4452/0-3-8, 7=4436/0-3-8 Max Horz 1=44(LC 13) Max Uplift 1=-212(LC 5), 7=-239(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-7442/384, 3-4=-7359/379, 4-5=-7346/376, 5-7=-7428/381 BOT CHORD 1-11=-337/6704, 9-11=-191/5072, 7-9=-291/6687 WEBS 4-9=-147/3122, 5-9=0/299, 4-11=-149/3142, 3-11=0/291 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 1=212, 7=239. 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) 805 lb down and 38 lb up at 1-10-4, 805 lb down and 38 lb up at 3-10-4, 805 lb down and 38 lb up at 5-10-4, 805 lb down and 38 lb up at 7-10-4, 805 lb down and 38 lb up at 9-10-4, 803 lb down and 38 lb up at 11-10-4, 803 lb down and 38 lb up at 13-10-4, and 803 lb down and 38 lb up at 15-10-4, and 803 lb down and 38 lb up at 17-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 August 30,2019 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 18_Shadow_Wood Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 18 Shadow Wood Job Reference (optional) I38366991 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:02 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2XJ0Al1YZxwuRDlIkQdypwXNEY0Vau96g8rPMWyixZd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 1-7=-20 Concentrated Loads (lb) Vert: 10=-805(B) 12=-805(B) 13=-805(B) 14=-805(B) 15=-805(B) 16=-803(B) 17=-803(B) 18=-803(B) 19=-803(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 18_Shadow_Wood Truss V01 Truss Type VALLEY Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366992 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2XJ0Al1YZxwuRDlIkQdypwXQEY6ra2c6g8rPMWyixZd Scale = 1:47.1 1 2 3 4 5 10 9 8 7 6 2x4 2x4 5x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 11-9-8 11-9-8 4-7-1 4-7-1 11-9-8 7-2-7 3-4-17-1-151-1-1410.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.19 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-8. (lb) - Max Horz 10=-197(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 10=-287(LC 10), 6=-105(LC 5), 9=-169(LC 6), 7=-159(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 8=471(LC 1), 9=575(LC 10), 7=415(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-322/202, 4-7=-253/178 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 287 lb uplift at joint 10, 105 lb uplift at joint 6, 169 lb uplift at joint 9 and 159 lb uplift at joint 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). August 30,2019 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 18_Shadow_Wood Truss V02 Truss Type VALLEY Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366993 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WktON52AKF2l3NKVI78BM73brxS?JVkGvoazuyyixZc Scale = 1:40.3 1 2 3 4 5 9 8 7 61011 2x4 2x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 11-9-8 11-9-8 4-7-1 4-7-1 11-9-8 7-2-7 2-6-16-3-150-3-1410.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.43 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-8. (lb) - Max Horz 9=-169(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 9=-263(LC 10), 8=-178(LC 6), 6=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=458(LC 1), 8=510(LC 10), 6=377(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-328/215 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) 5, 7 except (jt=lb) 9=263, 8=178, 6=127. 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.). August 30,2019 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 18_Shadow_Wood Truss V03 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366994 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_wRnbR3o5ZAcgXvhsqfQuLcmULpq2zoP8SKWRPyixZb Scale = 1:36.7 1 2 3 4 5 9 8 7 6 2x4 2x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 11-2-3 11-2-3 4-7-1 4-7-1 11-2-3 6-7-2 1-8-15-5-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.09 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-14. (lb) - Max Horz 9=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5 except 9=-201(LC 10), 8=-192(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=297(LC 1), 8=416(LC 10), 6=304(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-333/229 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 5 except (jt=lb) 9=201, 8=192, 6=115. 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.). August 30,2019 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 18_Shadow_Wood Truss V04 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366995 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_wRnbR3o5ZAcgXvhsqfQuLcmiLmR2_uP8SKWRPyixZb Scale = 1:29.1 1 2 3 5 4 2x4 3x4 3x6 5x8 2x4 10-2-3 10-2-3 4-7-1 4-7-1 10-2-3 5-7-2 0-10-14-7-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [3:0-2-0,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-SH 0.42 0.31 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/10-1-14, 3=248/10-1-14, 4=302/10-1-14 Max Horz 5=-110(LC 4) Max Uplift 5=-88(LC 6), 3=-73(LC 6), 4=-30(LC 4) Max Grav 5=248(LC 10), 3=248(LC 1), 4=314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 5, 3, 4. 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.). August 30,2019 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 18_Shadow_Wood Truss V05 Truss Type VALLEY Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366996 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-T6_9om4QrsITIgUtQYAfRY9zll59nRGZN634zryixZa Scale = 1:24.8 1 2 3 44x6 3x6 4x6 2x4 0-0-4 0-0-4 9-2-3 9-1-15 4-7-1 4-7-1 9-2-3 4-7-2 0-0-43-9-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [2:0-3-12,0-1-8], [3:0-1-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.28 0.34 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=175/9-1-10, 3=175/9-1-10, 4=339/9-1-10 Max Horz 1=-83(LC 4) Max Uplift 1=-15(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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.). August 30,2019 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 18_Shadow_Wood Truss V06 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366997 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-T6_9om4QrsITIgUtQYAfRY9yPl70nSlZN634zryixZa Scale = 1:20.8 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-2-4 7-1-15 3-7-2 3-7-2 7-2-4 3-7-2 0-0-42-11-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-1-10, 3=150/7-1-10, 4=228/7-1-10 Max Horz 1=64(LC 5) Max Uplift 1=-22(LC 7), 3=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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.). August 30,2019 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 18_Shadow_Wood Truss V07 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366998 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-T6_9om4QrsITIgUtQYAfRY9?Jl4fnSIZN634zryixZa Scale = 1:15.8 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-2-4 5-1-15 2-7-2 2-7-2 5-2-4 2-7-2 0-0-42-1-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=184/5-1-10, 3=184/5-1-10 Max Horz 1=-45(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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.). August 30,2019 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 18_Shadow_Wood Truss V08 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38366999 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-xJYX0642cARKwq33zFhu_mhCy9UXWvYibmpdVHyixZZ Scale = 1:9.4 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 3-2-4 3-1-15 1-7-2 1-7-2 3-2-4 1-7-2 0-0-41-3-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=104/3-1-10, 3=104/3-1-10 Max Horz 1=25(LC 5) Max Uplift 1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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.). August 30,2019 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 18_Shadow_Wood Truss V09 Truss Type VALLEY Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367000 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PV6vDS5hNUZBX_eGXzC7WzEItZoKFJcsqQYA1kyixZY Scale = 1:42.1 1 2 3 4 8 7 6 5910 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 9-9-0 9-9-0 6-2-8 6-2-8 9-9-0 3-6-8 1-4-66-6-83-7-110.00 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 0.37 0.30 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-9-0. (lb) - Max Horz 8=187(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-147(LC 4), 7=-168(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 6=454(LC 1), 7=349(LC 10) 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) 5 except (jt=lb) 8=147, 7=168. 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.). August 30,2019 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 18_Shadow_Wood Truss V10 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367001 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-PV6vDS5hNUZBX_eGXzC7WzEIkZqMFKSsqQYA1kyixZY Scale = 1:37.0 1 2 3 4 5 8 7 63x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 9-9-0 9-9-0 6-2-8 6-2-8 9-9-0 3-6-8 0-6-65-8-82-9-110.00 12 Plate Offsets (X,Y)-- [1:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.17 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-9-0. (lb) - Max Horz 1=159(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-126(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=282(LC 1), 8=303(LC 10) 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, 6, 7 except (jt=lb) 8=126. 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.). August 30,2019 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 18_Shadow_Wood Truss V11 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367002 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-thgHRo6J8nh298DS5gkM3BmTQy9b_oT?34IkaAyixZX Scale = 1:31.5 1 2 3 4 7 6 52x4 5x6 2x4 2x4 2x4 2x4 2x4 9-4-11 9-4-11 5-10-3 5-10-3 9-4-11 3-6-8 0-0-44-10-81-11-110.00 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 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-4-11. (lb) - Max Horz 1=129(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-112(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=266(LC 1), 7=297(LC 10) 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, 5, 6 except (jt=lb) 7=112. 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.). August 30,2019 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 18_Shadow_Wood Truss V12 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367003 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-thgHRo6J8nh298DS5gkM3BmOYy6s_oc?34IkaAyixZX Scale = 1:27.4 1 2 3 5 42x4 3x4 2x4 2x4 2x4 8-4-11 8-4-11 4-10-3 4-10-3 8-4-11 3-6-8 0-0-44-0-81-1-110.00 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 0.69 0.34 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-4-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=173/8-4-6, 4=125/8-4-6, 5=342/8-4-6 Max Horz 1=100(LC 5) Max Uplift 1=-46(LC 7), 4=-62(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, 4. 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.). August 30,2019 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 18_Shadow_Wood Truss V13 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367004 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LuEfe87xv5pvnInefOFbbOJdTMUajGg8Hj1H6cyixZW Scale = 1:21.2 1 2 3 4 2x4 3x4 3x4 2x4 7-4-11 7-4-11 3-10-3 3-10-3 7-4-11 3-6-8 0-0-43-2-80-3-110.00 12 Plate Offsets (X,Y)-- [3:0-1-6,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=162/7-4-11, 3=156/7-4-11, 4=238/7-4-11 Max Horz 1=-69(LC 4) Max Uplift 1=-23(LC 7), 3=-28(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.). August 30,2019 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 18_Shadow_Wood Truss V14 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367005 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-LuEfe87xv5pvnInefOFbbOJgeMP?jGI8Hj1H6cyixZW Scale = 1:16.9 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-8-6 5-8-1 2-10-3 2-10-3 5-8-6 2-10-3 0-0-42-4-80-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.54 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 5-8-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=205/5-7-12, 3=205/5-7-12 Max Horz 1=-50(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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.). August 30,2019 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 18_Shadow_Wood Truss V15 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367006 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-p4o2rU8ZgPxmPSMrC5mq8cstYmqXSjXIWNnre2yixZV Scale = 1:10.5 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 3-8-6 3-8-1 1-10-3 1-10-3 3-8-6 1-10-3 0-0-41-6-80-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=125/3-7-12, 3=125/3-7-12 Max Horz 1=30(LC 5) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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.). August 30,2019 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 18_Shadow_Wood Truss V16 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367007 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-p4o2rU8ZgPxmPSMrC5mq8cssymsySjXIWNnre2yixZV Scale = 1:14.4 1 2 3 2x4 2x4 2x4 2-8-14 2-8-14 0-0-42-3-710.00 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 0.18 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=94/2-8-10, 3=94/2-8-10 Max Horz 1=59(LC 5) Max Uplift 3=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V17 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367008 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HGMQ3q8BRi3d0bx1mpH3gpO29AD4BAnRl1WOBVyixZU Scale = 1:11.4 1 2 3 2x4 2x4 2x4 2-0-8 2-0-8 0-0-41-8-710.00 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 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=66/2-0-3, 3=66/2-0-3 Max Horz 1=41(LC 5) Max Uplift 3=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V18 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367009 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HGMQ3q8BRi3d0bx1mpH3gpO36ADfBAnRl1WOBVyixZU Scale = 1:8.4 1 2 3 2x4 2x4 2x4 1-4-2 1-4-2 0-0-41-1-710.00 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 0.03 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=38/1-3-13, 3=38/1-3-13 Max Horz 1=24(LC 5) Max Uplift 3=-8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V19 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367010 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lTvoGA9pC0BTelWDKWoID1xBPaXnwc1b_hGxjxyixZT Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-1-11 3-1-11 0-0-42-7-610.00 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 0.25 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=110/3-1-6, 3=110/3-1-6 Max Horz 1=69(LC 5) Max Uplift 3=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V20 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367011 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lTvoGA9pC0BTelWDKWoID1xC8aYrwc1b_hGxjxyixZT Scale = 1:13.1 1 2 3 2x4 2x4 2x4 2-5-4 2-5-4 0-0-42-0-610.00 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 0.14 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-5-0, 3=82/2-5-0 Max Horz 1=51(LC 5) Max Uplift 3=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V21 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367012 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-EfTAUWARzKJKGv5QuDJXmEUP7zvrf3HkCL?VFNyixZS Scale = 1:10.1 1 2 3 2x4 2x4 2x4 1-8-14 1-8-14 0-0-41-5-610.00 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 0.06 0.04 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=54/1-8-9, 3=54/1-8-9 Max Horz 1=34(LC 5) Max Uplift 3=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V22 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367013 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-EfTAUWARzKJKGv5QuDJXmEUD5zoSf3HkCL?VFNyixZS Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 8-2-3 8-2-3 0-0-42-4-103.50 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 0.83 0.51 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=280/8-1-5, 3=280/8-1-5 Max Horz 1=68(LC 5) Max Uplift 1=-20(LC 4), 3=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 30,2019 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 18_Shadow_Wood Truss V24 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367014 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ir1YhrB4kdRBt3gcRxqmIS0NPN9bOWXtR?l2nqyixZR Scale = 1:52.8 Sheet Front Full Sheathing 1 Ply 7/16OSB81 2 3 4 5 6 11 10 9 8 7 3x8 3x8 4x6 4x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-132-0-0 3-0-04-4-6 4-4-6 5-1-8 0-9-2 -0-11-0 0-11-0 0-9-2 0-9-2 4-4-6 3-7-3 5-1-8 0-9-2 6-0-8 0-11-0 6-2-16-7-146-9-116-2-16-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-4-9,Edge], [7:0-3-8,Edge], [22:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.86 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.03 0.00 (loc) 5-6 5-6 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-8. (lb) - Max Horz 11=-215(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9 except 11=-316(LC 4), 7=-534(LC 5), 8=-446(LC 4), 10=-268(LC 5) Max Grav All reactions 250 lb or less at joint(s) 9 except 11=261(LC 10), 7=448(LC 4), 8=480(LC 5), 10=294(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 6-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 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) 9 except (jt=lb) 11=316, 7=534, 8=446, 10=268. 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) 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.). August 30,2019 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 18_Shadow_Wood Truss V25 Truss Type VALLEY Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367015 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ir1YhrB4kdRBt3gcRxqmIS0U0NEjOTFtR?l2nqyixZR Scale = 1:49.5 1 2 3 4 5 8 7 62x4 3x4 4x6 3x4 2x4 3x6 2-6-12 2-6-12 5-1-8 2-6-12 -0-11-0 0-11-0 2-4-6 2-4-6 2-6-12 0-2-6 2-9-2 0-2-7 5-1-8 2-4-6 6-0-8 0-11-0 5-7-17-6-115-7-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.12 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4-5 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=114/5-1-8, 6=115/5-1-8, 7=287/5-1-8 Max Horz 8=235(LC 5) Max Uplift 8=-136(LC 4), 6=-137(LC 5), 7=-31(LC 7) Max Grav 8=166(LC 5), 6=166(LC 4), 7=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 7 except (jt=lb) 8=136, 6=137. 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.). August 30,2019 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 18_Shadow_Wood Truss V26 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367016 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-A1bxvBBiVxZ2VDFo?eM?rfZg7nZy7vf1gfUcKGyixZQ Scale = 1:46.2 1 2 3 4 5 8 7 692x4 3x4 3x4 3x4 2x4 3x6 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 4-11-0 2-4-4 5-1-8 0-2-8 6-0-8 0-11-0 5-0-17-1-115-0-110.00 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 0.35 0.12 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=124/5-1-8, 6=124/5-1-8, 7=269/5-1-8 Max Horz 8=-216(LC 4) Max Uplift 8=-108(LC 4), 6=-108(LC 5), 7=-34(LC 6) Max Grav 8=141(LC 5), 6=141(LC 4), 7=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 7 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.). August 30,2019 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 18_Shadow_Wood Truss V27 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367017 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-A1bxvBBiVxZ2VDFo?eM?rfZdGnX17wW1gfUcKGyixZQ Scale = 1:42.6 1 2 3 4 5 8 7 6 3x6 3x6 4x6 3x6 3x6 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 4-5-16-6-114-5-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=200/5-1-8, 6=200/5-1-8, 7=313/5-1-8 Max Horz 8=192(LC 5) Max Uplift 8=-112(LC 7), 6=-112(LC 6) Max Grav 8=202(LC 10), 6=202(LC 11), 7=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) except (jt=lb) 8=112, 6=112. 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. August 30,2019 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 18_Shadow_Wood Truss V28 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367018 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-eE9J6XCKGFhv7Nq_ZMtENt6qlBrBsORAuJE9siyixZP Scale = 1:39.0 1 2 3 4 5 8 7 6 3x6 3x6 3x4 3x6 3x6 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 3-10-15-11-113-10-110.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-4,0-0-0], [6:0-2-8,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-R 0.42 0.38 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=204/5-1-8, 6=204/5-1-8, 7=305/5-1-8 Max Horz 8=-176(LC 4) Max Uplift 8=-106(LC 7), 6=-106(LC 6) Max Grav 8=205(LC 10), 6=205(LC 11), 7=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 8%, joint 4 = 8% 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 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) 8=106, 6=106. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. August 30,2019 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 18_Shadow_Wood Truss V29 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367019 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6QjhJtDy1YpmkXPB73OTw4e?2bCmbsQK7zziO8yixZO Scale = 1:34.6 1 2 3 4 5 8 7 6 3x4 3x6 3x4 3x6 3x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 3-3-15-4-113-3-110.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-4,0-0-0], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.29 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=164/5-1-8, 6=164/5-1-8, 7=188/5-1-8 Max Horz 8=-156(LC 4) Max Uplift 8=-97(LC 7), 6=-97(LC 6) Max Grav 8=165(LC 10), 6=165(LC 11), 7=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. August 30,2019 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 18_Shadow_Wood Truss V30 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367020 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-6QjhJtDy1YpmkXPB73OTw4e1NbDxbs_K7zziO8yixZO Scale = 1:31.1 1 2 3 4 5 8 7 6 2x4 3x4 3x4 3x4 2x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 2-8-14-9-112-8-110.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=165/5-1-8, 6=165/5-1-8, 7=186/5-1-8 Max Horz 8=-136(LC 4) Max Uplift 8=-88(LC 7), 6=-88(LC 6) Max Grav 8=166(LC 10), 6=166(LC 11), 7=186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. August 30,2019 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 18_Shadow_Wood Truss V31 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367021 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-acH3XDEansxdMgzNgnviTHBDS_a9KKgTMdjGwbyixZN Scale = 1:27.4 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 2-1-14-2-112-1-110.00 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 0.15 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 180 120 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 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=166/5-1-8, 6=166/5-1-8, 7=183/5-1-8 Max Horz 8=-116(LC 4) Max Uplift 8=-85(LC 6), 6=-85(LC 7) Max Grav 8=167(LC 10), 6=167(LC 11), 7=183(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. August 30,2019 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 18_Shadow_Wood Truss V32 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367022 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-acH3XDEansxdMgzNgnviTHBDS_byKKvTMdjGwbyixZN Scale = 1:25.1 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 1-6-13-7-111-6-110.00 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 0.15 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=169/5-1-8, 6=169/5-1-8, 7=178/5-1-8 Max Horz 8=-97(LC 4) Max Uplift 8=-85(LC 6), 6=-85(LC 7) Max Grav 8=169(LC 10), 6=169(LC 11), 7=178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. August 30,2019 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 18_Shadow_Wood Truss V33 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367023 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2prRkZECYA3U_qYZEUQx?VkMfOvn3nHdbHSpT1yixZM Scale = 1:19.8 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-8-10 6-8-5 3-4-5 3-4-5 6-8-10 3-4-5 0-0-42-9-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.19 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/6-8-0, 3=140/6-8-0, 4=212/6-8-0 Max Horz 1=59(LC 5) Max Uplift 1=-20(LC 7), 3=-25(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.). August 30,2019 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 18_Shadow_Wood Truss V34 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367024 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2prRkZECYA3U_qYZEUQx?VkOJOtF3nmdbHSpT1yixZM Scale = 1:12.6 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-8-10 4-8-5 2-4-5 2-4-5 4-8-10 2-4-5 0-0-41-11-90-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=166/4-8-0, 3=166/4-8-0 Max Horz 1=-40(LC 4) Max Uplift 1=-6(LC 6), 3=-6(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.). August 30,2019 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 18_Shadow_Wood Truss V35 Truss Type Valley Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367025 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-W?OqyvFrJTBLb_7moCxAYiGbioHXoE0mpxCM?TyixZL Scale = 1:8.4 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-8-10 2-8-5 1-4-5 1-4-5 2-8-10 1-4-5 0-0-41-1-90-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.10 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 2-8-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-8-0, 3=86/2-8-0 Max Horz 1=-21(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.). August 30,2019 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 18_Shadow_Wood Truss V36 Truss Type GABLE Qty 1 Ply 1 18 Shadow Wood Job Reference (optional) I38367026 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Aug 29 15:59:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-W?OqyvFrJTBLb_7moCxAYiGYNoEcoEKmpxCM?TyixZL Scale = 1:16.9 1 2 3 4 3x6 3x6 3x6 2x4 9-2-4 9-2-4 4-7-2 4-7-2 9-2-4 4-7-2 0-0-41-11-00-0-45.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.25 0.28 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/9-2-4, 3=140/9-2-4, 4=367/9-2-4 Max Horz 1=-16(LC 7) Max Uplift 1=-15(LC 6), 3=-18(LC 7), 4=-2(LC 6) Max Grav 1=144(LC 10), 3=144(LC 11), 4=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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, 4. 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.). August 30,2019 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