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HomeMy WebLinkAboutI37541227.13_Shadow_Wood16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 24,2019 Liu, Xuegang Pages or sheets covered by this seal: I37541227 thru I37541273 My license renewal date for the state of Indiana is July 31, 2020. 13_Shadow_Wood 13 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 13_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541227 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:13:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9QVFmikJGFsTTXfMNGWotWqyzIYJ93J_4FMkIFz35vY Scale = 1:79.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 3x4 3x4 3x6 4x8 5x6 5x6 5x6 5x6 5x6 45-7-8 45-7-8 9-5-15 9-5-15 30-10-1 21-4-2 45-7-8 14-9-7 46-7-8 1-0-0 3-0-76-11-150-10-06-11-155.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-4], [20:0-3-0,0-3-0], [24:0-3-0,0-2-4], [33:0-3-0,Edge], [35:0-0-12,0-1-12], [37:0-0-0,0-1-12], [48:0-0-0,0-1-12], [49:0-1-4,0-0-0], [59:0-1-4 ,0-0-0], [60:0-0-0,0-1-12] 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-R 0.13 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 36 36 37 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 757 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* 35-37: 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.): 8-24. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 45-7-8. (lb) - Max Horz 72=-91(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 72, 37, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 66, 67, 68, 69, 70, 71, 46, 45, 44, 43, 42, 41, 40, 39, 38 Max Grav All reactions 250 lb or less at joint(s) 72, 37, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 46, 45, 44, 43, 42, 41, 40, 39, 38 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 72, 37, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 66, 67, 68, 69, 70, 71, 46, 45, 44, 43, 42, 41, 40, 39, 38. 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.). June 24,2019 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 13_Shadow_Wood Truss GE02 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541228 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:13:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KXgP3TtDgdFvHD?TW4DNqrnhnk62EtaccTXpA6z35vN Scale = 1:81.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11969798 5x6 3x4 5x6 3x6 3x8 3x6 3x6 3x8 3x6 3x8 5x6 3x4 6x6 4x8 5x6 3x4 5x6 3x6 6-10-5 6-10-5 13-6-3 6-7-13 20-2-0 6-7-13 28-7-0 8-5-0 33-4-0 4-9-0 37-0-0 3-8-0 45-7-8 8-7-8 6-10-5 6-10-5 13-6-3 6-7-13 20-2-0 6-7-13 28-7-0 8-5-0 37-0-0 8-5-0 45-7-8 8-7-8 46-7-8 1-0-0 3-0-711-5-50-10-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-0], [7:0-3-0,0-3-0], [9:0-0-12,0-1-12], [11:0-0-0,0-1-12], [22:0-2-8,0-1-8], [24:0-0-0,0-1-12], [25:0-2-8,0-1-8], [26:0-2-8,0-1-8], [38:0-1-4,0-0-0], [46:0-1-11,0-0-0], [49:0-1-11,0-0-0], [52:0-1-11,0-0-0], [58:0-1-0,0-1-4], [86:0-1-5,0-1-0], [88:0-1-5,0-1-0], [89:0-1-5,0-1-0] 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-SH 0.74 0.88 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.48 0.08 (loc) 22-23 22-23 11 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 933 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-23,5-23,6-23,9-11: 2x4 SPF No.2, 1-27: 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,25-26,23-25,22-23. WEBS 1 Row at midpt 3-25, 4-23, 6-23 REACTIONS.All bearings 12-3-8 except (jt=length) 27=0-3-8. (lb) - Max Horz 27=-133(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 27, 19, 13 except 17=-115(LC 7), 11=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 20, 19, 18, 16, 15, 14, 13, 12 except 27=1680(LC 1), 17=1763(LC 1), 11=378(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1969/288, 3-4=-2042/359, 4-5=-1657/369, 5-6=-1684/363, 6-8=-1786/350, 8-9=-336/205, 1-27=-1620/238, 9-11=-403/209 BOT CHORD 25-26=-93/1754, 23-25=-59/1813, 22-23=-86/1559 WEBS 3-26=-501/158, 4-23=-642/138, 5-23=-117/796, 6-23=-281/178, 6-22=-394/100, 8-22=-15/1528, 8-17=-1767/253, 1-26=-178/1847 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 19, 13 except (jt=lb) 17=115, 11=147. 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.).June 24,2019 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 13_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541229 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:13:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Gwo9U9vTCEVdWX9seUFrvGt99Yzaiw8u3n0wF?z35vL Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-11-0 18-11-0 -1-0-0 1-0-0 9-5-8 9-5-8 18-11-0 9-5-8 19-11-0 1-0-0 1-3-09-1-91-3-010.00 12 Plate Offsets (X,Y)-- [30:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 304 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. WEBS 1 Row at midpt 9-25 REACTIONS.All bearings 18-11-0. (lb) - Max Horz 33=219(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 31, 23, 22, 21, 20 except 33=-156(LC 4), 18=-129(LC 5), 32=-156(LC 5), 19=-138(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-25/253, 9-10=-25/253 WEBS 9-25=-259/0 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 31, 23, 22, 21, 20 except (jt=lb) 33=156, 18=129, 32=156, 19=138. 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.). June 24,2019 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 13_Shadow_Wood Truss GE04 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541230 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:13:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hVTI6BxMV9tCO_tQJdpZXuVc_lvmv9nLllEasKz35vI Scale: 3/16"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 63 4x6 4x6 3x4 3x6 3x4 3x4 3x8 3x6 3x4 4x6 4x6 5x6 3x4 5-5-7 5-5-7 10-8-5 5-2-15 17-2-11 6-6-6 18-11-0 1-8-5 22-5-9 3-6-9 27-11-0 5-5-7 -1-0-0 1-0-0 5-5-7 5-5-7 10-8-5 5-2-15 17-2-11 6-6-6 22-5-9 5-2-15 27-11-0 5-5-7 28-11-0 1-0-0 1-3-010-1-151-3-010-1-1510.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-4-4,0-2-0], [5:0-4-4,0-2-0], [7:0-3-0,0-1-8], [15:0-3-0,0-3-0], [35:0-1-5,0-1-4], [36:0-1-9,0-1-0], [39:0-1-9,0-1-0], [42:0-1-9,0-1-0], [45:0-1-1,0-1-4], [52:0-1-9,0-1-0], [54:0-1-9,0-1-0], [56:0-1-9,0-1-0] 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-SH 0.45 0.46 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.16 0.02 (loc) 14-16 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 598 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14: 2x4 SPF No.2, 2-18,7-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-14 REACTIONS.All bearings 9-3-8 except (jt=length) 18=0-3-8, 13=0-3-8, 13=0-3-8. (lb) - Max Horz 18=-243(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 18, 10, 9, 12, 11, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 13 except 18=1041(LC 1), 10=1076(LC 1), 9=376(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1090/115, 3-4=-897/181, 4-5=-451/171, 5-6=-694/166, 6-7=-256/60, 2-18=-984/128, 7-9=-328/85 BOT CHORD 17-18=-244/271, 16-17=-130/761, 14-16=-84/612 WEBS 4-16=-33/408, 4-14=-334/82, 6-14=-45/487, 6-10=-966/113, 2-17=0/653 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) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10, 9, 12, 11, 13. 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.).June 24,2019 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 13_Shadow_Wood Truss GE05 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541231 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:13:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9h1gKWy_GT?3?8SdtKKo461ob9JjelAU_P_7Omz35vH Scale = 1:30.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 12 10 9 7118 4x6 4x6 2x4 2x4 3x4 2x4 3x6 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-10-8 2-10-8 3-8-5 0-9-13 10-2-11 6-6-6 11-0-8 0-9-13 13-11-0 2-10-8 -1-0-0 1-0-0 3-8-5 3-8-5 10-2-11 6-6-6 13-11-0 3-8-5 14-11-0 1-0-0 1-3-04-3-151-3-04-3-1510.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [10:0-2-0,0-0-5], [17:0-1-8,0-0-8], [18:0-1-8,0-0-8], [23:0-2-13,0-1-0] 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-SH 0.39 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 9-10 9-10 7 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 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* 2-12,5-7: 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.): 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. REACTIONS.All bearings 3-2-0 except (jt=length) 11=0-3-8, 8=0-3-8. (lb) - Max Horz 12=108(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 11, 8 Max Grav All reactions 250 lb or less at joint(s) 11, 8 except 12=532(LC 1), 7=531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/76, 3-4=-325/85, 4-5=-484/68, 2-12=-525/96, 5-7=-524/90 BOT CHORD 9-10=-49/326 WEBS 2-10=-44/337, 5-9=-39/336 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 11, 8. 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.). June 24,2019 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 13_Shadow_Wood Truss GE06 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541232 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:13:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dtb2Xsyc0n7wdI1pQ2r1cJaxHZczNBOeD3jgwCz35vG Scale = 1:49.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 12 11 9 8 7 10 40 4x6 4x6 3x4 3x6 3x4 3x8 5x12 3x4 5x12 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 6-0-8 6-0-8 7-5-8 1-5-0 12-6-0 5-0-9 19-11-8 7-5-8 -1-0-0 1-0-0 7-5-8 7-5-8 12-6-0 5-0-9 19-11-8 7-5-8 20-11-8 1-0-0 1-3-07-5-91-3-07-5-910.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-2-8], [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [5:0-5-1,0-2-8] 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 0.53 0.41 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 7-8 7-8 7 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 Weight: 336 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,5-7: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)12=805/6-4-0, 7=849/0-3-8, 10=144/0-3-8 Max Horz 12=182(LC 5) Max Uplift 12=-104(LC 6), 7=-80(LC 7) Max Grav 12=805(LC 1), 7=849(LC 1), 10=263(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-788/166, 3-4=-515/164, 4-5=-828/140, 2-12=-756/176, 5-7=-783/158 BOT CHORD 10-12=-240/272, 9-10=-240/272, 8-9=-90/484, 7-8=-116/294 WEBS 2-9=-137/293, 5-8=-126/297 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 12=104. 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.). June 24,2019 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 13_Shadow_Wood Truss GE07 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541233 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-o?lCrd5VR9WMR_NwasYcZeXno_HnS?yFlGump3z35v5 Scale = 1:74.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11101102103 5x6 8x8 3x6 3x6 4x6 3x6 3x6 3x8 3x6 5x6 6x6 5x6 5x6 5x6 3x4 5x6 3x6 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 31-10-8 6-5-0 38-3-8 6-5-0 38-7-8 0-4-0 44-11-0 6-3-8 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 31-10-8 6-5-0 38-3-8 6-5-0 44-11-0 6-7-8 45-11-0 1-0-0 0-10-011-5-53-4-05.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [8:0-3-0,0-3-0], [9:0-3-0,0-1-12], [15:0-2-8,0-2-8], [16:0-2-8,0-2-8], [19:0-2-8,0-1-8], [21:0-2-8,0-2-0], [22:0-1-12,0-0-0], [22:Edge,0-5-11], [44:0-1-5,0-1-0], [47:0-1-5,0-1-0], [50:0-1-5,0-1-0], [80:0-0-10,0-0-8], [84:0-1-10,0-0-0], [87:0-1-10,0-0-0], [90:0-1-10,0-0-0], [97:0-1-5,0-1-0], [99:0-1-5 ,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-SH 0.70 0.72 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.50 0.08 (loc) 18-19 18-19 11 l/defl >999 >920 n/a L/d 240 180 n/a PLATES MT20 Weight: 944 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-18,5-18,6-18: 2x4 SPF No.2, 9-11: 2x4 SPF-S Stud 1-22: 2x4 SPF 2100F 1.8E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 2-19, 4-18, 6-16, 7-15 REACTIONS.All bearings 6-3-8 except (jt=length) 22=0-3-8. (lb) - Max Horz 22=106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 22, 15, 14, 12 except 11=-420(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 14, 13, 12 except 22=1548(LC 1), 15=2716(LC 1), 15=2716(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2901/359, 2-4=-2274/340, 4-5=-1358/297, 5-6=-1327/304, 6-7=-941/213, 7-9=-30/697, 9-11=-0/425, 1-22=-1458/225 BOT CHORD 21-22=-158/621, 19-21=-242/2592, 18-19=-100/2011, 16-18=0/798, 15-16=-567/158 WEBS 2-21=0/254, 2-19=-661/158, 4-19=0/601, 4-18=-1168/221, 5-18=-69/551, 6-18=-16/652, 6-16=-1002/169, 7-16=-139/1839, 7-15=-2215/322, 9-15=-660/145, 1-21=-155/1976 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 15, 14, 12 except (jt=lb) 11=420. 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. Continued on page 2 June 24,2019 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 13_Shadow_Wood Truss GE07 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541233 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:00 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-o?lCrd5VR9WMR_NwasYcZeXno_HnS?yFlGump3z35v5 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 13_Shadow_Wood Truss GE08 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541234 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hm?jh?80UO0owcgiphcYjUicJbp6O_Urguszyrz35v1 Scale = 1:77.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3x8 5x6 5x6 5x6 5x6 5x6 3x6 44-11-0 44-11-0 14-9-7 14-9-7 36-1-9 21-4-2 44-11-0 8-9-7 45-11-0 1-0-0 0-10-06-11-153-4-06-11-155.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-1-4], [2:0-3-0,0-3-0], [11:0-3-0,0-2-4], [23:0-3-0,0-3-0], [27:0-3-0,0-2-4], [59:0-1-4,0-0-0], [60:0-0-0,0-1-12], [71:0-0-0,0-1-4] 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 0.09 0.05 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 35 34-35 36 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 751 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-27. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 70-71. REACTIONS.All bearings 44-11-0. (lb) - Max Horz 71=77(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 71, 36, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 62, 63, 64, 65, 66, 67, 68, 69, 70, 42, 41, 40, 39, 38, 37 Max Grav All reactions 250 lb or less at joint(s) 71, 36, 43, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 42, 41, 40, 39, 38, 37 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 71, 36, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 62, 63, 64, 65, 66, 67, 68, 69, 70, 42, 41, 40, 39, 38, 37. 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.). June 24,2019 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 13_Shadow_Wood Truss T01 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541235 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9yZ5uL9eFh8fYlFuMP7nGhEZ9?x27D?_uYcXVHz35v0 Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121222324 8x8 5x8 5x8 3x6 3x4 3x8 MT18HS 3x6 4x8 3x6 4x8 2x4 3x6 3x6 3x6 3x6 5x8 8x8 3x8 MT18HS 6-10-4 6-10-4 13-5-15 6-7-12 20-2-0 6-8-1 26-10-1 6-8-1 33-0-6 6-2-5 39-2-11 6-2-5 45-7-8 6-4-13 6-10-4 6-10-4 13-5-15 6-7-12 20-2-0 6-8-1 26-10-1 6-8-1 33-0-6 6-2-5 39-2-11 6-2-5 45-7-8 6-4-13 46-7-8 1-0-0 3-0-78-7-150-10-08-7-155.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-5-0,0-2-4], [5:0-5-0,0-2-4], [11:Edge,0-5-11], [11:0-1-12,0-0-0], [12:0-2-8,0-2-8], [13:0-2-8,0-1-8], [15:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-2-8,0-2-0] 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 0.98 0.91 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.64 0.17 (loc) 15-16 15-16 11 l/defl >999 >856 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-16,5-16: 2x4 SPF No.2, 1-20: 2x4 SPF-S Stud 9-11: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-15 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-16, 6-15 REACTIONS.(lb/size)20=2070/0-3-8, 11=2085/0-3-8 Max Horz 20=-107(LC 7) Max Uplift 20=-44(LC 6), 11=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2478/299, 2-3=-2714/367, 3-4=-2877/411, 4-5=-2877/411, 5-6=-3109/410, 6-7=-3658/432, 7-9=-3858/416, 1-20=-2009/245, 9-11=-2005/294 BOT CHORD 18-19=-104/2226, 16-18=-61/2426, 15-16=-101/2806, 13-15=-214/3316, 12-13=-286/3484, 11-12=-76/668 WEBS 2-19=-701/163, 2-18=0/409, 3-16=-72/833, 4-16=-451/144, 5-16=-45/317, 5-15=-26/737, 6-15=-713/154, 6-13=0/338, 1-19=-191/2358, 9-12=-211/2828 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 11=110. 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.). June 24,2019 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 13_Shadow_Wood Truss T02 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541236 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-d97T6gAG0?HW9vq4w6e0ovnmcPHOshf87CL41jz35v? Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11202122 3x12 5x8 5x6 3x6 3x4 3x6 3x6 4x8 3x6 3x8 3x6 3x6 3x6 5x8 5x8 10x10 3x8 MT18HS 8-10-4 8-10-4 17-5-15 8-7-12 22-10-1 5-4-2 30-4-6 7-6-5 37-10-11 7-6-5 45-7-8 7-8-13 8-10-4 8-10-4 17-5-15 8-7-12 22-10-1 5-4-2 30-4-6 7-6-5 37-10-11 7-6-5 45-7-8 7-8-13 46-7-8 1-0-0 3-0-710-3-150-10-010-3-155.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [4:0-5-0,0-2-4], [5:0-3-0,0-2-4], [11:0-2-9,0-1-1], [11:0-4-8,Edge], [12:0-2-8,0-2-8], [14:0-2-8,0-1-8], [16:0-2-8,0-1-8], [18:0-2-8,0-2-0] 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 0.87 0.90 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.63 0.16 (loc) 14-15 14-15 11 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-16,4-15: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud, 9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-4 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-15, 6-15, 8-14, 1-19 REACTIONS.(lb/size)19=2044/0-3-8, 11=2058/0-3-8 Max Horz 19=-123(LC 7) Max Uplift 19=-66(LC 6), 11=-130(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2690/341, 3-4=-2570/393, 4-5=-2372/412, 5-6=-2662/411, 6-8=-3420/441, 8-9=-3803/438, 1-19=-1973/265, 9-11=-1972/314 BOT CHORD 16-18=-124/2404, 15-16=-35/2270, 14-15=-190/3083, 12-14=-291/3420, 11-12=-110/803 WEBS 3-18=-441/180, 3-16=-276/134, 4-16=0/426, 4-15=-70/388, 5-15=-30/634, 6-15=-977/190, 6-14=0/465, 8-14=-407/113, 1-18=-204/2449, 9-12=-182/2626 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=130. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). June 24,2019 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 13_Shadow_Wood Truss T03 Truss Type Common Qty 7 Ply 1 13 Shadow Wood Job Reference (optional) I37541237 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5LhsJ0AunJPMn3PGUqAFL6KxCpe1b9FHMs5dZ9z35v_ Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11202122 3x6 5x6 3x6 3x4 3x8 MT18HS 3x6 4x8 3x6 3x6 4x8 3x6 3x6 3x6 5x6 8x8 10x10 3x8 MT18HS 6-10-5 6-10-5 13-6-3 6-7-13 20-2-0 6-7-13 28-7-0 8-5-0 37-0-0 8-5-0 45-7-8 8-7-8 6-10-5 6-10-5 13-6-3 6-7-13 20-2-0 6-7-13 28-7-0 8-5-0 37-0-0 8-5-0 45-7-8 8-7-8 46-7-8 1-0-0 3-0-711-5-50-10-05.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [11:0-2-9,0-1-1], [11:0-4-8,Edge], [12:0-2-8,0-2-8], [14:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-8,0-2-0] 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 0.88 0.87 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.68 0.16 (loc) 14-15 14-15 11 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15,5-15,6-15: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud 9-11: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 8-14 REACTIONS.(lb/size)19=2048/0-3-8, 11=2047/0-3-8 Max Horz 19=-134(LC 7) Max Uplift 19=-78(LC 6), 11=-139(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2449/321, 3-4=-2680/402, 4-5=-2374/417, 5-6=-2402/411, 6-8=-3277/448, 8-9=-3796/454, 1-19=-1987/262, 9-11=-1956/325 BOT CHORD 17-18=-122/2198, 15-17=-96/2401, 14-15=-175/2941, 12-14=-298/3406, 11-12=-144/912 WEBS 3-18=-686/171, 3-17=0/302, 4-15=-559/135, 5-15=-154/1349, 6-15=-1132/216, 6-14=0/554, 8-14=-552/136, 1-18=-212/2327, 9-12=-154/2501 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 11=139. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T04 Truss Type Common Qty 10 Ply 1 13 Shadow Wood Job Reference (optional) I37541238 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZXEEXMBXYcXDPD_T2XhUtKs7dD?PKe9RbWqB4cz35uz Scale = 1:72.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819 3x6 5x6 8x8 3x6 3x6 4x8 3x6 3x6 3x8 3x6 4x6 3x4 6x6 3x8 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 32-1-0 6-7-8 38-11-0 6-10-0 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 32-1-0 6-7-8 38-11-0 6-10-0 39-11-0 1-0-0 0-10-011-5-55-10-05.00 12 Plate Offsets (X,Y)-- [7:0-2-9,0-3-0], [10:0-2-8,0-2-0], [13:0-2-8,0-1-8], [15:0-2-8,0-2-0], [16:0-1-12,0-0-0], [16: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 0.77 0.80 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.54 0.10 (loc) 11-13 11-13 9 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-11,5-11,6-11: 2x4 SPF No.2, 7-9: 2x4 SPF-S Stud 1-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-11, 6-10, 7-9 REACTIONS.(lb/size)16=1665/0-3-8, 9=1897/0-3-8 Max Horz 16=156(LC 5) Max Uplift 16=-95(LC 6), 9=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3158/388, 2-4=-2553/371, 4-5=-1643/329, 5-6=-1617/336, 6-7=-1401/260, 7-9=-1771/282, 1-16=-1573/238 BOT CHORD 15-16=-172/645, 13-15=-293/2829, 11-13=-153/2269, 10-11=-19/1230 WEBS 2-13=-640/155, 4-13=0/595, 4-11=-1162/219, 5-11=-93/772, 6-11=-5/391, 6-10=-750/150, 7-10=-108/1575, 1-15=-181/2190 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T05 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541239 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1kockiC9Jwf40NZfbFCjQXPLlcSD3CYapAakd2z35uy Scale = 1:66.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x6 4x8 4x6 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 5x6 3x4 5x6 6-3-0 6-3-0 12-3-8 6-0-8 15-7-8 3-3-15 21-8-0 6-0-8 27-11-0 6-3-0 -1-0-0 1-0-0 6-3-0 6-3-0 12-3-8 6-0-8 15-7-8 3-3-15 21-8-0 6-0-8 27-11-0 6-3-0 28-11-0 1-0-0 1-3-011-5-151-3-011-5-1510.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [9:0-2-12,0-1-8], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.38 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.03 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13,6-13: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-13, 7-13 REACTIONS.(lb/size)17=1268/0-3-8, 11=1268/0-3-8 Max Horz 17=274(LC 5) Max Uplift 17=-69(LC 6), 11=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1408/134, 4-5=-1093/213, 5-6=-744/212, 6-7=-1094/213, 7-9=-1407/134, 2-17=-1217/143, 9-11=-1216/143 BOT CHORD 16-17=-278/317, 15-16=-81/996, 13-15=-22/743, 12-13=0/996 WEBS 4-15=-377/163, 5-15=-62/366, 6-13=-52/359, 7-13=-375/162, 2-16=0/861, 9-12=0/859 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T06 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541240 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-VwM_x2Dn4EnxeX8r9yjyzlyTQ0lEod8j2qJI9Uz35ux Scale = 1:75.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 3x6 4x6 3x6 3x4 3x6 3x6 3x6 3x8 3x6 3x6 6x6 3x4 6x6 7-0-10 7-0-10 13-10-12 6-10-2 13-11-8 0-0-12 14-0-4 0-0-12 20-10-6 6-10-2 27-11-0 7-0-10 -1-0-0 1-0-0 7-0-10 7-0-10 13-10-12 6-10-2 13-11-8 0-0-12 14-0-4 0-0-12 20-10-6 6-10-2 27-11-0 7-0-10 28-11-0 1-0-0 1-3-012-9-151-3-010.00 12 Plate Offsets (X,Y)-- [11:0-2-8,0-1-8], [14:0-2-8,0-1-8] 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 0.46 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.03 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,8-10: 2x4 SPF-S Stud, 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-12 REACTIONS.(lb/size)15=1297/0-3-8, 10=1297/0-3-8 Max Horz 15=-306(LC 4) Max Uplift 15=-72(LC 6), 10=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1452/134, 4-5=-1069/219, 5-6=-1069/219, 6-8=-1452/134, 2-15=-1238/144, 8-10=-1238/144 BOT CHORD 14-15=-311/362, 12-14=-49/1019, 11-12=0/1019 WEBS 4-12=-458/185, 6-12=-458/185, 2-14=0/833, 8-11=0/833, 5-12=-144/808 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T07 Truss Type Common Qty 4 Ply 1 13 Shadow Wood Job Reference (optional) I37541241 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_6wM9ODPrXvoGgj2jfEBVyUezQ5VX4JtHU3rhxz35uw Scale = 1:75.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 3x6 4x6 3x6 3x4 3x6 3x8 3x6 3x6 3x6 3x6 6x6 3x4 6x6 7-1-0 7-1-0 13-11-8 6-10-8 20-10-0 6-10-8 27-11-0 7-1-0 -1-0-0 1-0-0 7-1-0 7-1-0 13-11-8 6-10-8 20-10-0 6-10-8 27-11-0 7-1-0 28-11-0 1-0-0 1-3-012-10-91-3-010.00 12 Plate Offsets (X,Y)-- [11:0-2-8,0-1-8], [14:0-2-8,0-1-8] 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 0.83 0.45 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.03 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 REACTIONS.(lb/size)15=1297/0-3-8, 10=1297/0-3-8 Max Horz 15=-306(LC 4) Max Uplift 15=-72(LC 6), 10=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1452/134, 4-5=-1069/219, 5-6=-1069/219, 6-8=-1452/134, 2-15=-1238/145, 8-10=-1238/145 BOT CHORD 14-15=-312/363, 12-14=-49/1018, 11-12=0/1018 WEBS 5-12=-146/811, 6-12=-459/185, 4-12=-459/185, 2-14=0/829, 8-11=0/829 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T08 Truss Type Common Qty 3 Ply 1 13 Shadow Wood Job Reference (optional) I37541242 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-SIUlMkE1cr1ftqIEHNlQ2A1tqqSSGXL0V8oODNz35uv Scale = 1:75.3 1 2 3 4 5 10 9 8 7 61112 3x6 4x6 5x6 3x4 3x6 3x6 3x4 5x6 3x4 3x8 7-1-0 7-1-0 13-11-8 6-10-8 20-11-0 6-11-8 7-1-0 7-1-0 13-11-8 6-10-8 20-11-0 6-11-8 1-3-012-10-97-1-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.57 0.41 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.01 (loc) 7-8 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-7: 2x4 SPF No.2, 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-8-3 oc bracing. WEBS 1 Row at midpt 3-7, 5-6 REACTIONS.(lb/size)10=907/0-3-8, 6=990/0-3-8 Max Horz 10=374(LC 5) Max Uplift 10=-18(LC 6), 6=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1028/102, 3-4=-616/190, 4-5=-596/182, 1-10=-849/86, 5-6=-842/98 BOT CHORD 8-10=-367/329, 7-8=-162/700 WEBS 3-7=-491/190, 4-7=-95/272, 1-8=0/558, 5-7=-59/486 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T09 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541243 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wV27a4FfN99WV_tQq4GfaNa3zErr?3?AknYympz35uu Scale = 1:34.6 1 2 3 4 5 6 10 9 8 7 4x6 4x6 2x4 2x4 3x4 3x8 5x6 5x6 5-3-8 5-3-8 8-7-8 3-3-15 13-11-0 5-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 8-7-8 3-3-15 13-11-0 5-3-8 14-11-0 1-0-0 1-3-05-7-151-3-05-7-1510.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [5:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 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* 2-10,5-7: 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.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=614/0-3-8, 7=614/0-3-8 Max Horz 10=139(LC 5) Max Uplift 10=-49(LC 6), 7=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-547/93, 3-4=-337/115, 4-5=-547/93, 2-10=-561/117, 5-7=-562/117 BOT CHORD 8-9=-38/337 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T10 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541244 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-OhcVnPGH8SHN78RdOoou7b65zdANkVxJzRHVIFz35ut Scale = 1:43.7 1 2 3 4 5 8 7 6 4x6 3x4 3x4 6x8 3x8 6x8 6-10-12 6-10-12 6-11-8 0-0-12 7-0-4 0-0-12 13-11-0 6-10-12 -1-0-0 1-0-0 6-10-12 6-10-12 6-11-8 0-0-12 7-0-4 0-0-12 13-11-0 6-10-12 14-11-0 1-0-0 1-3-06-11-151-3-010.00 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 0.97 0.32 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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=614/0-3-8, 6=614/0-3-8 Max Horz 8=-171(LC 4) Max Uplift 8=-52(LC 6), 6=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/85, 3-4=-536/85, 2-8=-553/114, 4-6=-553/114 BOT CHORD 7-8=-223/256 WEBS 3-7=0/276 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). June 24,2019 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 13_Shadow_Wood Truss T11 Truss Type Common Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541245 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-OhcVnPGH8SHN78RdOoou7b65zdANkVxJzRHVIFz35ut Scale = 1:43.8 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 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 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 0.97 0.32 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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=614/0-3-8, 6=614/0-3-8 Max Horz 8=171(LC 5) Max Uplift 8=-52(LC 6), 6=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/85, 3-4=-536/85, 2-8=-553/114, 4-6=-553/114 BOT CHORD 7-8=-223/256 WEBS 3-7=0/276 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). June 24,2019 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 13_Shadow_Wood Truss T12 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541246 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-st9t?lHwvmPElI0pyVJ7gofNz1RnTtJTC513qiz35us Scale = 1:50.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 4x6 4x6 3x6 3x6 2x4 4x8 3x8 3x4 3x4 3x4 3x8 3x4 6-2-4 6-2-4 9-0-11 2-10-7 10-10-13 1-10-2 19-11-8 9-0-11 -1-0-0 1-0-0 4-7-9 4-7-9 9-0-11 4-5-1 10-10-13 1-10-2 15-3-15 4-5-1 19-11-8 4-7-9 20-11-8 1-0-0 1-3-08-9-91-3-08-9-910.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.57 0.62 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.01 (loc) 9-10 9-10 9 l/defl >999 >402 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 WEBS 2x3 SPF No.2 *Except* 2-14,7-9: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-11 REACTIONS.(lb/size)14=443/0-3-8, 12=597/0-3-8, 9=670/0-3-8 Max Horz 14=213(LC 5) Max Uplift 14=-46(LC 6), 12=-18(LC 6), 9=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-381/155, 5-6=-451/140, 2-14=-250/146, 7-9=-293/128 BOT CHORD 10-11=0/274, 9-10=0/392 WEBS 3-12=-499/96, 3-11=0/265, 5-11=-338/0, 5-10=0/461, 6-9=-402/13 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12, 9. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T13 Truss Type Common Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541247 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-K4jFC5HYg4X5MSb?WDqMC0CcnRr0CJacQlmcM8z35ur Scale = 1:56.4 1 2 3 4 5 6 7 12 11 10 9 8 4x6 2x4 3x6 3x6 3x6 3x8 3x6 3x8 3x6 3x4 6-2-4 6-2-4 12-11-10 6-9-6 19-11-8 6-11-14 -1-0-0 1-0-0 5-1-2 5-1-2 9-11-12 4-10-10 14-10-6 4-10-10 19-11-8 5-1-2 20-11-8 1-0-0 1-3-09-6-131-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-1-8] 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 0.31 0.30 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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* 2-12,6-8: 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 6-0-0 oc bracing. REACTIONS.(lb/size)12=384/0-3-8, 10=682/0-3-8, 8=645/0-3-8 Max Horz 12=-229(LC 4) Max Uplift 12=-34(LC 6), 10=-38(LC 6), 8=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/81, 3-4=-420/139, 4-5=-500/182, 2-12=-332/95, 6-8=-298/160 BOT CHORD 10-12=-215/252, 8-9=0/378 WEBS 3-10=-568/106, 3-9=0/273, 5-8=-394/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss T14 Truss Type Common Qty 4 Ply 1 13 Shadow Wood Job Reference (optional) I37541248 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oGHePRIAQNfy_bAB3wLblDkc2r2MxfflfPW9vaz35uq Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11202122 3x6 5x6 3x6 8x8 3x8 MT18HS 3x6 5x8 3x4 3x6 4x8 3x6 3x4 3x6 4x8 3x4 8x8 3x8 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 31-10-8 6-5-0 38-3-8 6-5-0 44-11-0 6-7-8 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 31-10-8 6-5-0 38-3-8 6-5-0 44-11-0 6-7-8 45-11-0 1-0-0 0-10-011-5-53-4-05.00 12 Plate Offsets (X,Y)-- [9:0-2-5,Edge], [12:0-2-8,0-2-0], [18:0-2-8,0-2-8], [19:Edge,0-5-11], [19:0-1-12,0-0-0] 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 0.98 0.87 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.70 0.15 (loc) 15-16 15-16 11 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15,5-15,6-15: 2x4 SPF No.2, 9-11: 2x4 SPF-S Stud 1-19: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-15, 6-15, 6-13, 9-11 REACTIONS.(lb/size)19=1943/Mechanical, 11=2096/0-3-8 Max Horz 19=106(LC 6) Max Uplift 19=-101(LC 6), 11=-109(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3776/457, 2-4=-3220/446, 4-5=-2331/406, 5-6=-2300/413, 6-7=-2544/394, 7-9=-2262/312, 9-11=-2038/307, 1-19=-1849/269 BOT CHORD 18-19=-160/703, 16-18=-332/3398, 15-16=-198/2885, 13-15=-111/2280, 12-13=-130/2023 WEBS 2-16=-601/149, 4-16=0/576, 4-15=-1143/217, 5-15=-153/1299, 6-15=-492/133, 7-13=0/354, 7-12=-738/162, 9-12=-177/2191, 1-18=-236/2701 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=101, 11=109. 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.). June 24,2019 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 13_Shadow_Wood Truss T15 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541249 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HSr0dnJoBhnpcllOddsqHRHo4FMbg5Evu3FjR1z35up Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11212223 3x6 5x8 3x6 8x8 3x8 MT18HS 3x6 5x8 3x4 3x6 4x6 5x8 3x8 3x6 4x8 3x4 5x8 3x6 3x8 MT18HS 7-7-2 7-7-2 14-11-13 7-4-10 22-4-7 7-4-10 28-6-9 6-2-2 36-7-8 8-1-0 44-11-0 8-3-8 7-7-2 7-7-2 14-11-13 7-4-10 22-4-7 7-4-10 28-6-9 6-2-2 36-7-8 8-1-0 44-11-0 8-3-8 45-11-0 1-0-0 0-10-010-1-143-4-010-1-145.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-2-4], [6:0-4-0,0-1-13], [9:0-3-0,0-1-12], [12:0-2-8,0-2-0], [15:0-2-8,0-2-0], [19:0-2-8,0-2-8], [20:Edge,0-5-11], [20:0-1-12,0-0-0] 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 0.90 1.00 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.70 0.17 (loc) 15-17 15-17 11 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,7-14,9-11: 2x4 SPF No.2, 1-20: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 5-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 2-17, 4-15, 5-14, 7-14 REACTIONS.(lb/size)20=1965/Mechanical, 11=2089/0-3-8 Max Horz 20=94(LC 6) Max Uplift 20=-90(LC 6), 11=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3809/440, 2-4=-3408/439, 4-5=-2661/406, 5-6=-2200/390, 6-7=-2483/386, 7-9=-2479/328, 9-11=-2022/306, 1-20=-1877/257 BOT CHORD 19-20=-135/622, 17-19=-325/3438, 15-17=-216/3070, 14-15=-77/2379, 12-14=-130/2208 WEBS 2-17=-437/122, 4-17=0/462, 4-15=-953/188, 5-15=-48/903, 5-14=-492/68, 6-14=-4/519, 7-12=-521/168, 9-12=-163/2278, 1-19=-246/2825 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) 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, 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.). June 24,2019 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 13_Shadow_Wood Truss T16 Truss Type Hip Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541250 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lfPOq7KQy?vfDvKaBLN3qeqz0ei8PYP26j?GzTz35uo Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 3x6 5x8 5x8 8x8 3x8 MT18HS 3x6 5x8 3x4 3x6 3x6 2x4 4x8 3x4 3x6 4x8 3x4 6x6 3x8 6-3-2 6-3-2 12-3-13 6-0-10 18-4-7 6-0-10 25-5-8 7-1-1 32-6-9 7-1-1 38-7-8 6-1-0 44-11-0 6-3-8 6-3-2 6-3-2 12-3-13 6-0-10 18-4-7 6-0-10 25-5-8 7-1-1 32-6-9 7-1-1 38-7-8 6-1-0 44-11-0 6-3-8 45-11-0 1-0-0 0-10-08-5-143-4-08-5-145.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-2-4], [7:0-5-0,0-2-4], [9:0-2-9,0-3-0], [12:0-2-8,0-2-0], [16:0-2-8,0-1-8], [19:0-2-8,0-2-8], [20:0-1-12,0-0-0], [20: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 0.95 0.98 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.66 0.18 (loc) 15-16 15-16 11 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,7-15: 2x4 SPF No.2, 9-11,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18. WEBS 1 Row at midpt 4-16, 6-15, 7-13 REACTIONS.(lb/size)20=1911/Mechanical, 11=2019/0-3-8 Max Horz 20=78(LC 6) Max Uplift 20=-73(LC 6), 11=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3645/414, 3-4=-3428/428, 4-5=-2950/405, 5-6=-2738/406, 6-7=-2738/406, 7-8=-2469/354, 8-9=-2113/285, 9-11=-1957/285, 1-20=-1833/240 BOT CHORD 19-20=-106/473, 18-19=-313/3299, 16-18=-237/3102, 15-16=-127/2661, 13-15=-79/2207, 12-13=-108/1890 WEBS 4-18=0/329, 4-16=-618/150, 5-16=-23/668, 5-15=-47/322, 6-15=-483/154, 7-15=-81/906, 8-13=0/542, 8-12=-821/150, 9-12=-157/2070, 1-19=-255/2838 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) 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, 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.). June 24,2019 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 13_Shadow_Wood Truss TG01 Truss Type Common Girder Qty 1 Ply 2 13 Shadow Wood Job Reference (optional) I37541251 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-h1X8FpLgUc9NTDUzImQXv3vOeSYStS?La1UN2Lz35um Scale = 1:56.4 1 2 3 4 5 6 12 11 10 9 8 71314151617 3x6 4x6 3x6 6x8 6x8 5x6 12x12 5x12 12x12 10x10 6-2-4 6-2-4 9-11-12 3-9-8 14-9-14 4-10-2 19-11-8 5-1-10 6-2-4 6-2-4 9-11-12 3-9-8 14-9-14 4-10-2 19-11-8 5-1-10 20-11-8 1-0-0 1-3-09-6-131-3-010.00 12 Plate Offsets (X,Y)-- [7:Edge,0-8-6], [7:0-1-12,0-0-0], [8:0-3-8,0-6-0] 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 0.63 0.35 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-10,4-9,1-10: 2x4 SPF-S Stud, 1-12,5-7: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 2-10 REACTIONS.(lb/size)12=208/0-3-8, 10=6534/0-3-8, 7=6429/0-3-8 Max Horz 12=-235(LC 3) Max Uplift 12=-10(LC 14), 10=-376(LC 5), 7=-362(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/58, 2-3=-2986/288, 3-4=-2991/270, 4-5=-6237/365, 1-12=-352/39, 5-7=-4820/315 BOT CHORD 10-12=-226/261, 8-9=-192/4705, 7-8=-64/992 WEBS 2-10=-5205/350, 2-9=-234/3817, 3-9=-286/3476, 4-9=-3580/310, 4-8=-193/4403, 5-8=-183/3770 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 10=376, 7=362. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1923 lb down and 113 lb up at 8-1-4, 1923 lb down and 113 lb up at 10-1-4, 1923 lb down and 113 lb up at 12-1-4, 1923 lb down and 113 lb up at 14-1-4, and 1945 lb down and 102 lb up at 16-1-4, and 1891 lb down and 85 lb up at 18-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 June 24,2019 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 13_Shadow_Wood Truss TG01 Truss Type Common Girder Qty 1 Ply 2 13 Shadow Wood Job Reference (optional) I37541251 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:21 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-h1X8FpLgUc9NTDUzImQXv3vOeSYStS?La1UN2Lz35um LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 9=-1923(F) 13=-1923(F) 14=-1923(F) 15=-1923(F) 16=-1945(F) 17=-1891(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 13_Shadow_Wood Truss V01 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541252 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-h1X8FpLgUc9NTDUzImQXv3vV1SahtemLa1UN2Lz35um Scale = 1:62.3 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-8-6 22-8-6 11-4-3 11-4-3 22-8-6 11-4-3 0-0-49-5-80-0-410.00 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 0.15 0.21 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-8-6. (lb) - Max Horz 1=-212(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-124(LC 6), 13=-107(LC 6), 9=-124(LC 7), 8=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=382(LC 1), 11=506(LC 10), 13=331(LC 1), 9=503(LC 11), 8=333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-264/175, 5-9=-264/175 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=124, 13=107, 9=124, 8=107. 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.). June 24,2019 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 13_Shadow_Wood Truss V02 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541253 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9E5XT9MJFwIE4N39sTxmSHRgjswWc6tUphDwaoz35ul Scale = 1:54.2 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-8-6 20-8-6 10-4-3 10-4-3 20-8-6 10-4-3 0-0-48-7-80-0-410.00 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 0.16 0.17 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-8-6. (lb) - Max Horz 1=-193(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-127(LC 6), 9=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=401(LC 1), 11=428(LC 10), 13=255(LC 1), 9=428(LC 11), 8=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/177, 5-9=-267/177 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=127, 9=127. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V03 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541254 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dQevgUNx0DQ5iWdLQBS?_U_p4GDVLZve1LzU6Ez35uk Scale = 1:49.0 1 2 3 4 5 9 8 7 63x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 18-8-6 18-8-6 9-4-3 9-4-3 18-8-6 9-4-3 0-0-47-9-80-0-410.00 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 0.31 0.38 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-8-6. (lb) - Max Horz 1=-173(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-159(LC 6), 6=-158(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=366(LC 1), 9=510(LC 10), 6=511(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-316/201, 4-6=-312/200 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=159, 6=158. 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.). June 24,2019 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 13_Shadow_Wood Truss V04 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541255 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5cCHtqNZnXYyKgCY_uzEXiX01faF40XnG?i1egz35uj Scale = 1:45.8 1 2 3 4 5 9 8 7 611103x4 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 16-8-6 16-8-6 8-4-3 8-4-3 16-8-6 8-4-3 0-0-46-11-80-0-410.00 12 Plate Offsets (X,Y)-- [8:0-2-14,0-1-8] 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 0.17 0.28 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-6. (lb) - Max Horz 1=-154(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-138(LC 6), 6=-138(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=390(LC 1), 9=426(LC 10), 6=437(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-277/178, 4-6=-274/177 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=138, 6=138. 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.). June 24,2019 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 13_Shadow_Wood Truss V05 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541256 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Zpmf5AOBYrgpxqnkXcUT4v38d3ylpT2xVfSaB7z35ui Scale = 1:38.8 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 14-8-6 14-8-6 7-4-3 7-4-3 14-8-6 7-4-3 0-0-46-1-80-0-410.00 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 0.37 0.14 0.13 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-6. (lb) - Max Horz 1=136(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-124(LC 6), 6=-124(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=395(LC 1), 8=359(LC 10), 6=359(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=124, 6=124. 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.). June 24,2019 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 13_Shadow_Wood Truss V06 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541257 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2?K1IWPpJ8ogZ_Mw5J?ic7cJcTJfYxr4jJB8jZz35uh Scale = 1:33.4 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 12-8-6 12-8-6 6-4-3 6-4-3 12-8-6 6-4-3 0-0-45-3-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-6. (lb) - Max Horz 1=116(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-114(LC 6), 6=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=298(LC 10), 6=298(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=114, 6=114. 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.). June 24,2019 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 13_Shadow_Wood Truss V07 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541258 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-2?K1IWPpJ8ogZ_Mw5J?ic7cI4TGeYxz4jJB8jZz35uh Scale = 1:28.3 1 2 3 44x8 5x6 4x8 2x4 10-8-6 10-8-6 5-4-3 5-4-3 10-8-6 5-4-3 0-0-44-5-80-0-410.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [2:0-2-1,Edge], [3:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.29 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/10-8-6, 3=198/10-8-6, 4=398/10-8-6 Max Horz 1=-97(LC 4) Max Uplift 1=-13(LC 6), 3=-19(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V08 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541259 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WBuQWsQR4SwXB8x6f0Xx9K9RJtb1HPjEyzxhF?z35ug Scale: 1/2"=1' 1 2 3 42x4 3x4 2x4 2x4 8-8-6 8-8-6 4-4-3 4-4-3 8-8-6 4-4-3 0-0-43-7-80-0-410.00 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 0.55 0.34 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/8-8-6, 3=185/8-8-6, 4=281/8-8-6 Max Horz 1=79(LC 5) Max Uplift 1=-27(LC 7), 3=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V09 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541260 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_NSojCR3rm2OoIWJDk2AhXhgzHzR0sdNBdgFoRz35uf Scale = 1:17.6 1 2 3 4 5 2x4 4x6 2x4 2x4 6-8-6 6-8-6 3-3-7 3-3-7 3-4-15 0-1-8 6-8-6 3-3-7 0-0-42-8-140-0-42-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-15], [2:0-3-4,0-0-15], [3:0-0-13,0-0-15] 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 0.30 0.20 0.02 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: 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, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=195/6-8-6, 4=193/6-8-6, 5=101/6-8-6 Max Horz 1=-59(LC 4) Max Uplift 1=-34(LC 6), 4=-31(LC 6), 5=-8(LC 4) Max Grav 1=195(LC 1), 4=193(LC 1), 5=161(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 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) 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.). June 24,2019 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 13_Shadow_Wood Truss V10 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541261 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_NSojCR3rm2OoIWJDk2AhXhi?H_N0ssNBdgFoRz35uf Scale = 1:9.0 1 2 3 4 3x6 3x4 3x4 3x6 4-8-6 4-8-6 1-3-7 1-3-7 3-4-15 2-1-8 4-8-6 1-3-7 0-0-41-0-140-0-41-0-1410.00 12 Plate Offsets (X,Y)-- [1:0-0-0,Edge], [2:0-1-10,Edge], [3:Edge,0-1-15], [4:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.14 0.00 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: 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 4-8-6 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=165/4-8-6, 4=165/4-8-6 Max Horz 1=-20(LC 4) Max Uplift 1=-5(LC 5), 4=-5(LC 4) 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) 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. 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) 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.). June 24,2019 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 13_Shadow_Wood Truss V11 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541262 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Sa0AxYRic3AFQS5VmRZPElEongHylJ9WQHQoKuz35ue Scale = 1:37.6 1 2 3 5 462x4 2x4 2x4 2x4 2x4 7-4-11 7-4-11 0-0-46-1-1410.00 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 0.49 0.31 0.06 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=74/7-4-11, 4=184/7-4-11, 5=402/7-4-11 Max Horz 1=176(LC 5) Max Uplift 1=-30(LC 4), 4=-39(LC 5), 5=-125(LC 6) Max Grav 1=110(LC 5), 4=184(LC 1), 5=402(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-265/192 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=125. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V12 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541263 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wmZY8uSKNNI62bghK94enynzw4ePUmegex9LsKz35ud Scale = 1:32.5 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-4-11 6-4-11 0-0-45-3-1410.00 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 0.40 0.23 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=30/6-4-11, 4=127/6-4-11, 5=323/6-4-11 Max Horz 1=151(LC 5) Max Uplift 1=-40(LC 4), 4=-35(LC 5), 5=-114(LC 6) Max Grav 1=97(LC 5), 4=127(LC 1), 5=323(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=114. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V13 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541264 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wmZY8uSKNNI62bghK94enyntL4aIUmMgex9LsKz35ud Scale = 1:26.2 1 2 32x4 2x4 2x4 5-4-11 5-4-11 0-0-44-5-1410.00 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 0.82 0.50 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=197/5-4-11, 3=197/5-4-11 Max Horz 1=124(LC 5) Max Uplift 3=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V14 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541265 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Oy7wMDTy7hQyflFuusbtJAJ9rUx7DBsptbvvOmz35uc Scale = 1:49.8 1 2 3 4 5 9 8 7 63x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 18-11-14 18-11-14 9-5-15 9-5-15 18-11-14 9-5-15 0-0-47-10-150-0-410.00 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 0.32 0.39 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-11-14. (lb) - Max Horz 1=176(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-162(LC 6), 6=-161(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=361(LC 1), 9=520(LC 10), 6=520(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-322/205, 4-6=-318/203 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=162, 6=161. 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.). June 24,2019 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 13_Shadow_Wood Truss V15 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541266 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-s9hJZZUau_YpHvp4Sa66sNsNwuJtydSz6FeSxDz35ub Scale = 1:46.6 1 2 3 4 5 9 8 7 6103x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 16-11-14 16-11-14 8-5-15 8-5-15 16-11-14 8-5-15 0-0-47-0-150-0-410.00 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 0.17 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-11-14. (lb) - Max Horz 1=157(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-141(LC 6), 6=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=387(LC 1), 9=441(LC 10), 6=441(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-283/182, 4-6=-279/180 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=141, 6=141. 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.). June 24,2019 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 13_Shadow_Wood Truss V16 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541267 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KLFhmvUCfIggv3OG?HdLObPVVIhah4y6KvO0Tfz35ua Scale = 1:39.6 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 14-11-14 14-11-14 7-5-15 7-5-15 14-11-14 7-5-15 0-0-46-2-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-14. (lb) - Max Horz 1=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-126(LC 6), 6=-126(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=397(LC 1), 8=369(LC 10), 6=369(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=126, 6=126. 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.). June 24,2019 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 13_Shadow_Wood Truss V17 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541268 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pXp3_FVqQcoXWDzTZ?9axoxgbh2YQYkFZZ7Z?5z35uZ Scale = 1:34.6 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 12-11-14 12-11-14 6-5-15 6-5-15 12-11-14 6-5-15 0-0-45-4-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-11-14. (lb) - Max Horz 1=-119(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-115(LC 6), 6=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=301(LC 10), 6=301(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=115, 6=114. 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.). June 24,2019 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 13_Shadow_Wood Truss V18 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541269 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-pXp3_FVqQcoXWDzTZ?9axoxfih?FQYpFZZ7Z?5z35uZ Scale = 1:29.5 1 2 3 45x8 5x6 5x8 2x4 10-11-14 10-11-14 5-5-15 5-5-15 10-11-14 5-5-15 0-0-44-6-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [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 0.41 0.30 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=204/10-11-14, 3=204/10-11-14, 4=410/10-11-14 Max Horz 1=100(LC 5) Max Uplift 1=-14(LC 6), 3=-19(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V19 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541270 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HkNRBbWSBvwO8NYf7igpT0Ung5JW90dPoDt6XYz35uY Scale = 1:25.0 1 2 3 42x4 3x4 2x4 2x4 8-11-14 8-11-14 4-5-15 4-5-15 8-11-14 4-5-15 0-0-43-8-150-0-410.00 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 0.59 0.36 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=191/8-11-14, 3=191/8-11-14, 4=291/8-11-14 Max Horz 1=-81(LC 4) Max Uplift 1=-28(LC 7), 3=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V20 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541271 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lwxpPxX5yD2FmW7rhPB20D10IVh7uTKY1tcg4_z35uX Scale = 1:20.0 1 2 3 4 2x4 3x4 2x4 2x4 6-11-14 6-11-14 3-5-15 3-5-15 6-11-14 3-5-15 0-0-42-10-150-0-410.00 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 0.34 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=146/6-11-14, 3=146/6-11-14, 4=222/6-11-14 Max Horz 1=62(LC 5) Max Uplift 1=-21(LC 7), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V21 Truss Type GABLE Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541272 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lwxpPxX5yD2FmW7rhPB20D137VjsuTZY1tcg4_z35uX Scale = 1:13.1 1 2 3 4 2x4 3x4 2x4 2x4 4-11-14 4-11-14 2-5-15 2-5-15 4-11-14 2-5-15 0-0-42-0-150-0-410.00 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 0.16 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/4-11-14, 3=100/4-11-14, 4=152/4-11-14 Max Horz 1=-43(LC 4) Max Uplift 1=-15(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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 13_Shadow_Wood Truss V22 Truss Type Valley Qty 1 Ply 1 13 Shadow Wood Job Reference (optional) I37541273 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Jun 24 10:14:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:aVqvbyZmc6Dea_i1BN9r5ZycfyM-D6VBcHYjjXA6Ngi1E7iHZRZGdv3mdw5iFWMDcQz35uW Scale = 1:9.0 1 2 3 2x4 2x4 2x4 2-11-14 2-11-14 1-5-15 1-5-15 2-11-14 1-5-15 0-0-41-2-150-0-410.00 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 0.05 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=97/2-11-14, 3=97/2-11-14 Max Horz 1=-23(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-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 24,2019 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