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HomeMy WebLinkAboutI37496884.14_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 19,2019 Liu, Xuegang Pages or sheets covered by this seal: I37496884 thru I37496946 My license renewal date for the state of Indiana is July 31, 2020. 14_Shadow_Wood 14 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 14_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496884 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-GV4SgTf7ObiBMiylk6dNv?SIWSdAXc6gTHdX_dz4kpQ Scale = 1:69.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 41 40 46 44 47 4542 43 3x4 3x4 4x6 3x4 3x4 3x6 4x6 4x6 4x6 4x6 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 2x4 2-0-05-0-03-0-010-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 10-5-8 10-5-8 20-11-0 10-5-8 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [38:0-0-0,0-1-4], [39:0-0-0,0-1-4], [40:0-0-0,0-1-4], [41:0-0-0,0-1-4], [41:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.27 0.13 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 364 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-37,18-20: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 9-29, 11-27 JOINTS 1 Brace at Jt(s): 38, 39, 40, 41 REACTIONS.All bearings 20-11-0. (lb) - Max Horz 37=238(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 32, 33, 34, 35, 26, 25, 24, 23, 22 except 37=-176(LC 4), 20=-145(LC 5), 36=-217(LC 5), 21=-195(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 29, 30, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21, 28 except 37=276(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 30, 32, 33, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=176, 20=145, 36=217, 21=195. 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 19,2019 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 14_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496885 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-CuCC59gNwCyvc?68rXgr?QYffGK2?Wizxb6e3Vz4kpO Scale = 1:58.4 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 4x6 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 -0-11-0 0-11-0 9-5-8 9-5-8 18-11-0 9-5-8 19-10-0 0-11-0 1-3-09-1-91-3-010.00 12 Plate Offsets (X,Y)-- [27:0-0-0,0-1-12], [27:0-3-0,0-1-4], [28:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-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: 303 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 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 28, 29, 30, 31, 23, 22, 21, 20 except 33=-155(LC 4), 18=-129(LC 5), 32=-156(LC 5), 19=-139(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-26/252, 9-10=-26/252 WEBS 9-25=-258/0 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, 28, 29, 30, 31, 23, 22, 21, 20 except (jt=lb) 33=155, 18=129, 32=156, 19=139. 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 19,2019 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 14_Shadow_Wood Truss GR01 Truss Type Jack-Open Girder Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496886 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-CuCC59gNwCyvc?68rXgr?QYfrGJP?YWzxb6e3Vz4kpO Scale = 1:12.4 1 2 3 6 7 4 8 9 5 2x4 2x4 3x4 4-0-0 4-0-0 -0-11-0 0-11-0 0-9-10 0-9-10 4-0-0 3-2-6 1-3-01-9-51-11-01-9-510.00 12 Plate Offsets (X,Y)-- [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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=193/0-3-8, 4=97/Mechanical, 5=39/Mechanical Max Horz 6=68(LC 5) Max Uplift 6=-60(LC 5), 4=-42(LC 3) Max Grav 6=193(LC 1), 4=100(LC 10), 5=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 6, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 97 lb up at 0-9-10, and 1 lb down and 19 lb up at 2-0-12 on top chord, and 15 lb up at 0-9-10, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=32(B) 8=6(B) 9=0(B) June 19,2019 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 14_Shadow_Wood Truss GR02 Truss Type Jack-Open Girder Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496887 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-g4mbIVh?hW4mD9hKPEB4Xe4qTgfVk?m69FrBbxz4kpN Scale = 1:12.4 1 2 3 6 7 4 8 9 5 2x4 2x4 3x4 4-0-0 4-0-0 -0-11-0 0-11-0 0-9-10 0-9-10 4-0-0 3-2-6 1-3-01-9-51-11-01-9-510.00 12 Plate Offsets (X,Y)-- [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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=191/0-3-8, 4=99/Mechanical, 5=39/Mechanical Max Horz 6=68(LC 5) Max Uplift 6=-58(LC 5), 4=-43(LC 3) Max Grav 6=191(LC 1), 4=101(LC 10), 5=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 6, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 97 lb up at 0-9-10, and 1 lb down and 19 lb up at 2-0-12 on top chord, and 15 lb up at 0-9-10, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=32(F) 8=6(F) 9=0(F) June 19,2019 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 14_Shadow_Wood Truss GR04 Truss Type HIP GIRDER Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496888 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-8GKzVridSqCdrJGXzxiJ4rdsz3xaTMfGOvbk7Oz4kpM Scale = 1:38.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 4x10 4x10 8x8 4x6 4x6 4x8 8x8 0-1-27-4-0 7-4-0 13-11-0 6-7-0 21-3-0 7-4-0 -0-11-0 0-11-0 7-4-0 7-4-0 13-11-0 6-7-0 21-3-0 7-4-0 22-2-0 0-11-0 0-11-04-5-144-7-00-11-04-5-146.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-7], [4:0-5-0,0-1-7], [7:0-3-8,0-2-8], [7:0-2-7,0-1-4], [11:0-2-7,0-1-4], [11:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.36 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.14 0.03 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=1255/0-3-8, 7=1253/0-3-8 Max Horz 11=49(LC 4) Max Uplift 11=-331(LC 5), 7=-330(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1757/509, 3-4=-1447/502, 4-5=-1754/507, 2-11=-1155/384, 5-7=-1152/381 BOT CHORD 10-11=-242/764, 8-10=-432/1449, 7-8=-198/764 WEBS 3-10=0/368, 4-8=0/366, 2-10=-286/745, 5-8=-288/743 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 11=331, 7=330. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 46 lb up at 2-0-12, 83 lb down and 43 lb up at 4-0-12, 83 lb down and 60 lb up at 6-0-12, 62 lb down and 80 lb up at 7-4-0, 51 lb down and 80 lb up at 9-4-12, 51 lb down and 80 lb up at 10-7-8, 51 lb down and 80 lb up at 11-10-4, 62 lb down and 80 lb up at 13-11-0, 83 lb down and 60 lb up at 15-2-4, and 83 lb down and 43 lb up at 17-2-4, and 80 lb down and 45 lb up at 19-2-4 on top chord, and 33 lb down at 2-0-12, 34 lb down at 4-0-12, 34 lb down at 6-0-12, 34 lb down and 14 lb up at 7-4-12, 34 lb down and 14 lb up at 9-4-12, 34 lb down and 14 lb up at 10-7-8, 34 lb down and 14 lb up at 11-10-4, 34 lb down and 14 lb up at 13-10-4, 34 lb down at 15-2-4, and 34 lb down at 17-2-4, and 31 lb down at 19-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 June 19,2019 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 14_Shadow_Wood Truss GR04 Truss Type HIP GIRDER Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496888 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:07 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-8GKzVridSqCdrJGXzxiJ4rdsz3xaTMfGOvbk7Oz4kpM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=-43(B) 4=-43(B) 9=-22(B) 10=-22(B) 8=-22(B) 12=-41(B) 13=-43(B) 14=-43(B) 15=-43(B) 16=-43(B) 17=-43(B) 18=-43(B) 19=-43(B) 20=-40(B) 21=-20(B) 22=-22(B) 23=-22(B) 24=-22(B) 25=-22(B) 26=-22(B) 27=-22(B) 28=-20(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss J01 Truss Type Jack-Open Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496889 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-8GKzVridSqCdrJGXzxiJ4rd?p30MTS0GOvbk7Oz4kpM Scale = 1:12.3 1 2 5 3 4 3x4 2x4 1-4-15 1-4-5 -1-9-6 1-9-6 1-4-15 1-4-15 1-3-01-10-45.15 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-33/Mechanical, 4=3/Mechanical, 5=247/0-4-9 Max Horz 5=68(LC 6) Max Uplift 3=-33(LC 1), 4=-10(LC 6), 5=-68(LC 6) Max Grav 3=12(LC 4), 4=22(LC 2), 5=247(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 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 19,2019 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 14_Shadow_Wood Truss J02 Truss Type Jack-Open Qty 48 Ply 1 14 Shadow Wood Job Reference (optional) I37496890 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-dTuLjBjFD7KUTTqjWfDYc398iTKgCvGPdZKIgqz4kpL Scale = 1:26.0 1 2 5 3 4 3x6 3x4 4-0-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=223/0-3-8, 3=103/Mechanical, 4=42/Mechanical Max Horz 5=151(LC 6) Max Uplift 3=-82(LC 6), 4=-2(LC 6) Max Grav 5=223(LC 1), 3=103(LC 1), 4=74(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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 19,2019 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 14_Shadow_Wood Truss J03 Truss Type Jack-Open Qty 4 Ply 1 14 Shadow Wood Job Reference (optional) I37496891 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-dTuLjBjFD7KUTTqjWfDYc399nTKCCvuPdZKIgqz4kpL Scale = 1:26.0 1 2 3 8 7 6 4 5 3x6 3x6 2x4 2x4 2x4 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-0-0 1-8-8 1-3-04-7-00-5-134-1-33-11-00-8-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.07 -0.07 (loc) 7 7 4 l/defl >716 >672 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=223/0-3-8, 4=128/Mechanical, 5=17/Mechanical Max Horz 8=151(LC 6) Max Uplift 4=-94(LC 6) Max Grav 8=223(LC 1), 4=128(LC 1), 5=35(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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 19,2019 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 14_Shadow_Wood Truss J04 Truss Type Jack-Open Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496892 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-5fRjwXjt_RSL4dPv4Mkn9GiIhtgQxMVYsD4rCGz4kpK Scale = 1:17.5 1 2 3 6 4 5 3x4 2x4 3x6 4-0-0 4-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 4-0-0 2-0-0 1-3-02-9-52-11-02-9-510.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.06 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=223/0-3-8, 4=103/Mechanical, 5=42/Mechanical Max Horz 6=98(LC 6) Max Uplift 6=-16(LC 6), 4=-38(LC 7) Max Grav 6=223(LC 1), 4=103(LC 1), 5=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone 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) 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) 6, 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 19,2019 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 14_Shadow_Wood Truss J05 Truss Type Jack-Open Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496893 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-Zr?58tkWklbCim_6e4F0iUFUtH0Vgpli4tpOkjz4kpJ Scale = 1:22.6 1 2 3 6 4 5 3x6 3x4 3x4 4-0-0 4-0-0 -0-11-0 0-11-0 3-2-6 3-2-6 4-0-0 0-9-10 1-3-03-9-53-11-03-9-510.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [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-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.06 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=223/0-3-8, 4=103/Mechanical, 5=42/Mechanical Max Horz 6=129(LC 6) Max Uplift 4=-57(LC 6) Max Grav 6=223(LC 1), 4=103(LC 1), 5=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone 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) 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) 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 19,2019 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 14_Shadow_Wood Truss J06 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496894 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-Zr?58tkWklbCim_6e4F0iUFVTH2vgpli4tpOkjz4kpJ Scale = 1:12.4 1 2 5 3 4 3x4 2x4 1-5-14 1-5-4 -1-9-6 1-9-6 1-5-14 1-5-14 1-3-01-10-111-6-31-10-115.15 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-27/Mechanical, 4=4/Mechanical, 5=246/0-5-9 Max Horz 5=69(LC 6) Max Uplift 3=-27(LC 1), 4=-8(LC 6), 5=-67(LC 6) Max Grav 3=10(LC 4), 4=23(LC 2), 5=246(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 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 19,2019 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 14_Shadow_Wood Truss J06A Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496895 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-12ZULCl8V2j3KwZICnnFEhngDhO8PG?rJXZyG9z4kpI Scale = 1:12.4 1 2 5 3 4 3x4 2x4 1-5-14 1-5-4 -1-9-6 1-9-6 1-5-14 1-5-14 1-3-01-10-110-4-71-6-31-10-115.15 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-27/Mechanical, 4=4/Mechanical, 5=246/0-5-9 Max Horz 5=69(LC 6) Max Uplift 3=-27(LC 1), 4=-8(LC 6), 5=-67(LC 6) Max Grav 3=10(LC 4), 4=23(LC 2), 5=246(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 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 19,2019 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 14_Shadow_Wood Truss J07 Truss Type Half Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496896 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-12ZULCl8V2j3KwZICnnFEhngQhMTPG?rJXZyG9z4kpI Scale = 1:11.3 1 2 3 7 4 6 5 3x4 3x4 3x4 0-6-15 0-6-15 1-7-0 1-0-1 3-11-4 2-4-4 4-0-0 0-0-12 -0-11-0 0-11-0 1-7-0 1-7-0 4-0-0 2-5-0 0-11-01-8-81-5-01-8-86.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=90/Mechanical, 5=8/Mechanical, 6=270/0-4-15 Max Horz 6=35(LC 6) Max Uplift 4=-33(LC 7), 6=-55(LC 6) Max Grav 4=90(LC 1), 5=51(LC 2), 6=270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) 4, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 19,2019 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 14_Shadow_Wood Truss J07A Truss Type Jack-Open Qty 3 Ply 1 14 Shadow Wood Job Reference (optional) I37496897 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-VE7sZYmmGMrwx48UlVIUnvKup4kg8jF?YBIVpbz4kpH Scale = 1:12.5 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 3=41/Mechanical, 4=17/Mechanical Max Horz 5=61(LC 6) Max Uplift 5=-23(LC 6), 3=-24(LC 6) Max Grav 5=153(LC 1), 3=41(LC 1), 4=36(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 19,2019 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 14_Shadow_Wood Truss PB01 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496898 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-VE7sZYmmGMrwx48UlVIUnvKrq4ji8jO?YBIVpbz4kpH Scale = 1:32.4 2 3 4 5 6 7 8 13 12 11 10 1 9 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 19-3-0 19-3-0 8-1-13 8-1-13 11-1-3 2-11-5 19-3-0 8-1-13 3-11-04-0-150-1-40-1-83-9-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,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 0.30 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-0. (lb) - Max Horz 1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 10, 8 except 1=-180(LC 1), 9=-180(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=456(LC 1), 13=354(LC 10), 10=354(LC 11), 8=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-259/119, 7-10=-259/119 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 13, 10, 8 except (jt=lb) 1=180, 9=180. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss PB02 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496899 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-zQhEmunO1gznZEjgJCpjJ6t0pU2vtAm8nr23L1z4kpG Scale = 1:32.4 2 3 4 5 6 7 8 13 12 11 10 1 9 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x6 19-3-0 19-3-0 4-9-13 4-9-13 14-5-3 9-7-5 19-3-0 4-9-13 2-3-02-4-150-1-40-1-82-1-86.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [7:0-3-0,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 0.28 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-0. (lb) - Max Horz 1=-21(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 10, 8 except 1=-170(LC 10), 9=-170(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=430(LC 1), 11=321(LC 11), 13=337(LC 10), 10=337(LC 11), 8=430(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 11, 13, 10, 8 except (jt=lb) 1=170, 9=170. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss PB04 Truss Type GABLE Qty 5 Ply 1 14 Shadow Wood Job Reference (optional) I37496900 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wv5CuuWTPQaoxFzV3mXR9yU78P-RdFc_En0oz5eBOIttwKysKPBYuODccPI?VnctUz4kpF Scale = 1:35.0 2 3 4 5 6 11 10 9 8 1 7 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 19-3-0 19-3-0 9-7-8 9-7-8 19-3-0 9-7-8 4-9-120-1-40-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.28 0.10 0.09 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-0. (lb) - Max Horz 1=45(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 1=-171(LC 1), 7=-171(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=413(LC 1), 9=251(LC 1), 11=380(LC 10), 8=380(LC 11), 6=413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-286/141, 5-8=-286/141 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 2, 11, 8, 6 except (jt=lb) 1=171, 7=171. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 19,2019 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 14_Shadow_Wood Truss PB05 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496901 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wv5CuuWTPQaoxFzV3mXR9yU78P-vpp_BaoeZHDVoYt3RdrBOXyM6IkPL33RE8X9Pwz4kpE Scale = 1:32.6 2 3 4 5 6 7 8 13 12 11 10 1 9 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 19-3-0 19-3-0 8-6-0 8-6-0 10-9-0 2-3-0 19-3-0 8-6-0 4-1-14-3-00-1-40-1-83-11-96.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,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 0.29 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-0. (lb) - Max Horz 1=-39(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 8, 10 except 1=-179(LC 1), 9=-179(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=451(LC 1), 13=361(LC 10), 8=451(LC 1), 10=361(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-266/124, 7-10=-266/124 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 13, 8, 10 except (jt=lb) 1=179, 9=179. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss PB06 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496902 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wv5CuuWTPQaoxFzV3mXR9yU78P-O?MNOwpGKbLLQhSF_KMQxlVWni4f4WTaToHjyMz4kpD Scale = 1:32.4 2 3 4 5 6 7 8 13 12 11 10 1 9 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 19-3-0 19-3-0 5-2-0 5-2-0 14-1-0 8-11-0 19-3-0 5-2-0 2-5-12-7-00-1-40-1-82-3-96.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [7:0-3-0,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 0.30 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-3-0. (lb) - Max Horz 1=-23(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 8, 10 except 1=-182(LC 10), 9=-182(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=434(LC 1), 11=323(LC 11), 13=346(LC 10), 8=434(LC 1), 10=346(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-250/85, 4-13=-251/72, 6-10=-251/72 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 11, 13, 8, 10 except (jt=lb) 1=182, 9=182. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss T01 Truss Type Common Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496903 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-sCwlcGqv5uTC2r0SY2tfUy1bF5F7pm8khS0GUpz4kpC Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 812131415 4x6 3x8 3x8 3x4 3x4 3x6 4x8 4x8 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.79 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.03 (loc) 9-11 9-11 8 l/defl >999 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied 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)11=1001/0-3-8, 8=1001/0-3-8 Max Horz 11=-238(LC 4) Max Uplift 11=-59(LC 6), 8=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/133, 3-4=-821/152, 4-5=-821/152, 5-6=-398/133, 2-11=-408/146, 6-8=-408/146 BOT CHORD 9-11=-65/675, 8-9=0/675 WEBS 4-9=-93/627, 3-11=-639/18, 5-8=-639/18 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) 11, 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 19,2019 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 14_Shadow_Wood Truss T01A Truss Type Common Qty 10 Ply 1 14 Shadow Wood Job Reference (optional) I37496904 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-KOU7pcqXsCb3g?be6lPu0AakyVcCYNotw6mq0Fz4kpB Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 812131415 2x4 4x6 2x4 3x6 3x8 2x4 2x4 4x8 3x4 4x8 3x4 10-5-8 10-5-8 20-11-0 10-5-8 2-0-2 2-0-2 5-0-2 3-0-0 10-5-8 5-5-6 15-10-14 5-5-6 18-10-14 3-0-0 20-11-0 2-0-2 1-3-09-11-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.83 0.74 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.03 (loc) 8-9 8-9 8 l/defl >999 >434 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=935/Mechanical, 8=935/0-3-8 Max Horz 11=235(LC 5) Max Uplift 11=-26(LC 6), 8=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-947/127, 3-4=-810/147, 4-5=-810/147, 5-6=-947/127 BOT CHORD 9-11=-85/663, 8-9=-2/663 WEBS 4-9=-75/553, 2-11=-833/99, 6-8=-833/99 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss T01B Truss Type HALF HIP Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496905 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-KOU7pcqXsCb3g?be6lPu0Aar?Vj8YHZtw6mq0Fz4kpB Scale = 1:67.2 1 2 3 4 8 7 6 59 3x4 4x6 5x8 3x6 3x8 3x8 3x6 2x4 6-0-6 6-0-6 11-9-5 5-8-14 13-0-8 1-3-3 6-0-6 6-0-6 11-9-5 5-8-14 13-0-8 1-3-3 1-3-011-0-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.30 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6,2-8,2-7: 2x3 SPF No.2, 1-8: 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. WEBS 1 Row at midpt 4-5, 2-6, 3-6 REACTIONS.(lb/size)5=556/0-3-8, 8=549/Mechanical Max Horz 8=324(LC 5) Max Uplift 5=-110(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-565/207 BOT CHORD 7-8=-121/362, 6-7=-121/362 WEBS 2-6=-434/168, 4-6=-119/579, 2-8=-364/47, 2-7=0/263 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=110. 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 19,2019 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 14_Shadow_Wood Truss T02 Truss Type Half Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496906 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-oa2V1xr9dWjwH9AqgTw7ZN720v4nHt_19mVNYhz4kpA Scale = 1:20.9 2 3 4 5 1 6 3x4 3x4 3x4 0-0-13 0-0-13 1-2-6 1-1-10 4-0-0 2-9-10 1-2-6 1-2-6 4-0-0 2-9-10 4-11-0 0-11-0 3-5-53-7-01-3-03-5-510.00 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-R 0.24 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.08 (loc) 5-6 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=101/Mechanical, 6=42/Mechanical, 5=224/0-3-0 Max Horz 6=-88(LC 7) Max Uplift 1=-57(LC 6), 5=-9(LC 7) Max Grav 1=101(LC 1), 6=74(LC 2), 5=224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) 1, 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 19,2019 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 14_Shadow_Wood Truss T03 Truss Type Half Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496907 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-GmctEHsnOprnvJl1DARM5bfDJJQ00KEAOQFw57z4kp9 Scale = 1:15.8 2 3 4 5 1 6 3x4 2x4 2x4 0-0-13 0-0-13 2-4-13 2-4-0 4-0-0 1-7-3 2-4-13 2-4-13 4-0-0 1-7-3 4-11-0 0-11-0 2-5-52-7-01-3-02-5-510.00 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-R 0.20 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.07 (loc) 5-6 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=100/Mechanical, 6=42/Mechanical, 5=224/0-3-0 Max Horz 6=-57(LC 7) Max Uplift 1=-40(LC 6), 5=-26(LC 7) Max Grav 1=100(LC 1), 6=74(LC 2), 5=224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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) 1, 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 19,2019 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 14_Shadow_Wood Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496908 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-kzAFSdtP97zeXTKDnuybeoCG?jiQlaOJc4_Udaz4kp8 Scale = 1:109.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16282930313233 4x6 6x6 4x6 6x6 4x8 8x10 5x6 5x8 6x8 6x6 5x8 6x8 6x6 6x6 6x6 6x8 5x8 6x6 5x8 3x6 8x16 4x8 4x8 5x6 5x6 5x6 7-5-3 7-5-3 14-7-13 7-2-11 21-10-8 7-2-11 31-6-0 9-7-8 41-1-8 9-7-8 48-5-5 7-3-13 55-9-3 7-3-13 63-3-8 7-6-5 7-5-3 7-5-3 14-7-13 7-2-11 21-10-8 7-2-11 28-3-8 6-5-0 34-8-8 6-5-0 41-1-8 6-5-0 48-5-5 7-3-13 55-9-3 7-3-13 63-3-8 7-6-5 64-2-8 0-11-0 1-0-1212-0-00-11-012-0-06.00 12 Plate Offsets (X,Y)-- [14:Edge,0-2-12], [17:0-2-8,0-3-0], [25:0-2-8,0-3-0], [26:0-2-8,0-3-0], [27:0-3-4,0-1-10], [27:0-3-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.39 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.77 0.22 (loc) 19-21 19-21 14 l/defl >999 >979 n/a L/d 240 180 n/a PLATES MT20 Weight: 422 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-26,2-25,4-25,10-17,12-17,12-16: 2x3 SPF No.2 1-27: 2x8 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 4-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-3 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-25, 4-23, 6-23, 8-19, 10-19, 12-17 REACTIONS.(lb/size)27=2914/Mechanical, 14=2975/0-3-8 Max Horz 27=-128(LC 4) Max Uplift 27=-79(LC 6), 14=-115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4998/519, 2-4=-4894/561, 4-5=-4356/557, 5-6=-3819/539, 6-8=-4245/560, 8-9=-3852/542, 9-10=-4398/561, 10-12=-4972/567, 12-14=-5318/548, 1-27=-2774/324 BOT CHORD 26-27=-132/974, 25-26=-363/4374, 23-25=-276/4298, 21-23=-182/4171, 19-21=-182/4182, 17-19=-286/4401, 16-17=-381/4542, 14-16=-381/4542 WEBS 2-26=-304/128, 4-25=0/362, 4-23=-744/195, 5-23=-108/1511, 6-23=-920/134, 6-21=0/427, 8-21=0/391, 8-19=-882/136, 9-19=-110/1537, 10-19=-835/203, 10-17=0/393, 1-26=-265/3418 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 27 except (jt=lb) 14=115. 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. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496908 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:21 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-kzAFSdtP97zeXTKDnuybeoCG?jiQlaOJc4_Udaz4kp8 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T05 Truss Type Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496909 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-C9kefzu1wR5V8cvPLbTqB0lOt6zmU0lTrkk190z4kp7 Scale = 1:114.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 1629303132 8x8 6x6 4x6 5x6 5x8 6x6 5x12 5x8 3x6 5x8 3x6 3x6 5x8 3x6 6x10 6x10 8x8 5x8 3x6 5x12 4x6 4x6 6x6 4x6 5x6 5x8 5-1-7 5-1-7 10-0-5 4-10-15 18-3-0 8-2-11 26-5-11 8-2-11 34-8-6 8-2-11 42-11-1 8-2-11 51-1-12 8-2-11 52-11-11 1-9-15 58-0-5 5-0-11 63-3-8 5-3-3 5-1-7 5-1-7 10-0-5 4-10-15 18-3-0 8-2-11 26-5-11 8-2-11 34-8-6 8-2-11 42-11-1 8-2-11 51-1-12 8-2-11 52-11-11 1-9-15 58-0-5 5-0-11 63-3-8 5-3-3 64-2-8 0-11-0 1-0-125-10-156-0-150-11-05-10-156.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-2-8], [10:0-4-4,0-2-4], [14:Edge,0-2-4], [19:0-2-12,0-2-12], [27:0-2-8,0-3-0], [28:0-2-7,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.90 0.76 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.76 0.14 (loc) 22-24 22-24 18 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 Weight: 343 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-26,4-22,7-22,7-19,10-19,10-18: 2x4 SPF No.2, 1-28: 2x6 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 3-11. BOT CHORD Structural wood sheathing directly applied or 4-3-4 oc bracing. WEBS 1 Row at midpt 4-26, 4-22, 10-18 2 Rows at 1/3 pts 7-19 REACTIONS.(lb/size)28=1925/Mechanical, 14=-700/0-3-8, 18=4334/0-3-8 Max Horz 28=-69(LC 4) Max Uplift 28=-47(LC 5), 14=-974(LC 10), 18=-221(LC 4) Max Grav 28=1926(LC 10), 14=154(LC 5), 18=4334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3060/324, 2-3=-3121/352, 3-4=-2758/344, 4-6=-4005/443, 6-7=-4005/443, 7-9=-668/155, 9-10=-668/155, 10-11=-146/2229, 11-12=-187/2499, 12-14=-260/2004, 1-28=-1810/213 BOT CHORD 27-28=-56/646, 26-27=-213/2658, 24-26=-262/4047, 22-24=-262/4047, 21-22=-196/2964, 19-21=-196/2964, 18-19=-2605/304, 17-18=-2605/304, 16-17=-1697/226, 14-16=-1697/226 WEBS 2-27=-305/85, 2-26=-71/299, 3-26=-27/964, 4-26=-1630/176, 4-24=0/332, 6-22=-483/157, 7-22=-111/1251, 7-21=0/337, 7-19=-2772/235, 9-19=-464/160, 10-19=-325/3906, 10-18=-3906/418, 10-17=-95/1266, 11-17=-972/70, 12-17=-866/147, 12-16=0/297, 1-27=-164/2033 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28 except (jt=lb) 14=974, 18=221.Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T05 Truss Type Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496909 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:22 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-C9kefzu1wR5V8cvPLbTqB0lOt6zmU0lTrkk190z4kp7 NOTES-(12-13) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T06 Truss Type Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496910 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jun 19 11:24:38 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-LTnEBhyi1SKGuog1y6wNRHwKdXmQ5cvR1xiT5oz4kKt Scale = 1:111.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 1729303132336x8 6x6 4x6 10x10 6x8 6x8 5x8 3x6 5x12 5x8 3x6 5x8 3x6 3x6 8x8 5x8 8x8 8x10 6x8 5x8 3x6 5x6 5x6 5x8 4x6 6x8 6x8 8x10 6-9-7 6-9-7 13-4-5 6-6-15 20-8-2 7-3-13 27-10-11 7-2-9 35-1-5 7-2-9 42-3-14 7-2-9 49-7-11 7-3-13 51-1-12 1-6-1 57-1-6 5-11-10 63-3-8 6-2-2 6-9-7 6-9-7 13-4-5 6-6-15 20-8-2 7-3-13 27-10-11 7-2-9 35-1-5 7-2-9 42-3-14 7-2-9 49-7-11 7-3-13 51-1-12 1-6-1 57-1-6 5-11-10 63-3-8 6-2-2 64-2-8 0-11-0 1-0-127-6-157-8-150-11-07-6-156.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [9:0-2-8,0-4-0], [10:0-6-2,Edge], [15:0-3-15,0-0-0], [15:0-10-7,0-1-5], [15:0-1-15,0-2-8], [18:0-3-8,0-4-0], [20:0-2-8,0-4-0] 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 0.56 0.53 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.44 0.10 (loc) 23-25 23-25 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 505 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 10-12,12-16: 2x8 SP 2400F 2.0E, 8-10,6-8: 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP No.1 *Except* 15-18: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-27,10-19: 2x4 SPF No.2 4-27,4-23,7-23,7-20,9-19,11-19,11-18: 2x4 SPF 2100F 1.8E SLIDER Right 2x4 SPF-S Stud 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except 2-0-0 oc purlins (3-9-11 max.): 3-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,17-18,15-17. WEBS 1 Row at midpt 4-27, 4-23, 7-20, 9-19, 11-18 REACTIONS.(lb/size)1=2031/Mechanical, 15=-518/0-3-8, 18=4204/0-3-8 Max Horz 1=-75(LC 7) Max Uplift 1=-40(LC 6), 15=-776(LC 10), 18=-124(LC 4) Max Grav 1=2036(LC 10), 15=124(LC 5), 18=4204(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3646/370, 2-3=-3293/370, 3-4=-2857/366, 4-5=-3471/389, 5-6=-3471/389, 6-7=-3471/389, 7-8=-1169/188, 8-9=-1169/188, 9-10=-21/1365, 10-11=-39/1439, 11-12=-117/2186, 12-13=-146/2049, 13-14=-172/1804, 14-15=-204/1782 BOT CHORD 1-28=-229/3078, 27-28=-229/3078, 26-27=-177/3600, 26-29=-177/3600, 25-29=-177/3600, 24-25=-177/3600, 24-30=-177/3600, 23-30=-177/3600, 23-31=-154/2701, 22-31=-154/2701, 21-22=-154/2701, 21-32=-154/2701, 20-32=-154/2701, 20-33=-65/1169, 19-33=-65/1169, 18-19=-1947/301, 17-18=-1533/183, 15-17=-1534/182 WEBS 3-27=-30/1046, 4-27=-1144/155, 4-25=0/331, 5-23=-424/136, 7-23=-95/1078, 7-22=0/320, 7-20=-2136/185, 9-20=-41/1854, 9-19=-3423/283, 10-19=-675/89, 11-19=-125/2387, 11-18=-3050/259, 13-18=-610/137 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T06 Truss Type Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496910 8.220 s Mar 22 2019 MiTek Industries, Inc. Wed Jun 19 11:24:38 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-LTnEBhyi1SKGuog1y6wNRHwKdXmQ5cvR1xiT5oz4kKt NOTES-(12-13) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1, 776 lb uplift at joint 15 and 124 lb uplift at joint 18. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T07 Truss Type HIP Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496911 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-9YrO4fvIR2LDOw3oS0WIGRqnaweCywImI2D8Evz4kp5 Scale = 1:114.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 1626272829303132 4x8 8x8 4x6 4x6 10x10 4x6 4x6 3x16 MT18HS 5x8 3x6 5x12 8x8 8x8 6x6 8x8 8x8 8x8 6x16 4x8 3x6 8x10 4x8 4x6 4x6 3x6 3x16 MT18HS 8-5-7 8-5-7 16-8-5 8-2-15 26-6-12 9-10-7 36-5-4 9-10-7 46-3-11 9-10-7 51-1-12 4-10-1 57-1-6 5-11-10 63-3-8 6-2-2 8-5-7 8-5-7 16-8-5 8-2-15 24-1-3 7-4-13 31-6-0 7-4-13 38-10-13 7-4-13 46-3-11 7-4-13 54-8-5 8-4-11 63-3-8 8-7-3 64-2-8 0-11-0 1-0-129-2-159-4-150-11-09-2-156.00 12 Plate Offsets (X,Y)-- [5:0-4-2,Edge], [10:0-4-2,Edge], [12:0-2-7,0-3-0], [14:0-4-6,0-0-9], [17:0-1-15,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 0.76 0.83 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.93 0.20 (loc) 22-23 22-23 14 l/defl >999 >658 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 322 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-18,18-21: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-23,9-19: 2x4 SPF 2100F 1.8E, 12-19,12-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-10-6, Right 2x4 SPF-S Stud 4-9-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except 2-0-0 oc purlins (3-9-1 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 5-0-6 oc bracing. WEBS 1 Row at midpt 3-23, 6-23, 7-20, 9-19, 12-17 REACTIONS.(lb/size)1=2253/Mechanical, 17=3142/0-3-8, 14=381/0-3-8 Max Horz 1=88(LC 5) Max Uplift 1=-64(LC 6), 14=-111(LC 7) Max Grav 1=2253(LC 1), 17=3142(LC 1), 14=420(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3957/433, 3-5=-3431/428, 5-6=-3024/429, 6-7=-3503/447, 7-9=-2847/393, 9-10=-1049/272, 10-12=-1298/255, 12-14=-316/211 BOT CHORD 1-25=-271/3322, 23-25=-271/3322, 22-23=-174/3481, 20-22=-161/3295, 19-20=-101/2492, 17-19=-2370/207 WEBS 3-25=0/314, 3-23=-367/166, 5-23=-31/1018, 6-23=-890/170, 7-22=0/452, 7-20=-940/137, 9-20=0/1338, 9-19=-2315/195, 12-19=-203/3896, 12-17=-3904/390, 12-16=0/280 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=111. 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. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T07 Truss Type HIP Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496911 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:24 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-9YrO4fvIR2LDOw3oS0WIGRqnaweCywImI2D8Evz4kp5 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T08 Truss Type Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496912 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-dkPmH?wwCMT4?4e_0j1XoeN0lK?ChNivXiyhmLz4kp4 Scale = 1:114.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 1628293031 4x6 6x6 4x6 4x6 8x10 4x8 5x8 6x6 6x6 6x6 6x10 5x8 3x6 6x6 6x6 8x10 8x8 5x8 3x6 4x8 4x6 4x6 6x6 4x6 4x8 6x10 6-9-12 6-9-12 13-5-1 6-7-4 20-0-5 6-7-4 27-8-8 7-8-3 35-3-8 7-6-15 42-11-11 7-8-3 51-1-12 8-2-1 57-1-6 5-11-10 63-3-8 6-2-2 6-9-12 6-9-12 13-5-1 6-7-4 20-0-5 6-7-4 27-8-8 7-8-3 35-3-8 7-6-15 42-11-11 7-8-3 51-1-12 8-2-1 57-1-6 5-11-10 63-3-8 6-2-2 64-2-8 0-11-0 1-0-1210-10-1511-0-150-11-010-10-156.00 12 Plate Offsets (X,Y)-- [8:0-2-8,0-3-0], [14:0-4-2,0-0-13], [17:0-2-12,0-1-8], [20:0-2-8,0-3-0], [24:0-2-8,0-3-0], [26:0-2-8,0-3-0], [27:0-2-7,0-1-4], [27:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.72 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.49 0.13 (loc) 21-23 21-23 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 365 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-23,6-20,9-18: 2x4 SPF No.2, 6-23,8-18: 2x4 SPF 2100F 1.8E 10-17: 2x4 SPF-S Stud, 1-27: 2x6 SPF No.2 SLIDER Right 2x4 SPF-S Stud 3-5-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 6-23, 6-20, 8-18 2 Rows at 1/3 pts 10-17 REACTIONS.(lb/size)27=2270/Mechanical, 14=195/0-3-8, 17=3462/0-3-8 Max Horz 27=-118(LC 4) Max Uplift 27=-75(LC 6), 14=-83(LC 7), 17=-22(LC 7) Max Grav 27=2270(LC 1), 14=258(LC 11), 17=3462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3820/401, 2-4=-3655/433, 4-5=-3168/431, 5-6=-2752/421, 6-8=-2450/383, 8-9=-1321/292, 9-10=-1590/275, 10-12=0/746, 12-14=-102/414, 1-27=-2152/259 BOT CHORD 26-27=-117/838, 24-26=-266/3326, 23-24=-180/3197, 21-23=-69/2935, 20-21=-69/2935, 18-20=-44/2450, 17-18=-607/139, 16-17=-325/90, 14-16=-324/90 WEBS 4-24=0/349, 4-23=-657/174, 5-23=-51/974, 6-23=-525/142, 6-21=0/424, 6-20=-852/73, 8-20=0/1038, 8-18=-1929/154, 9-18=0/327, 10-18=-93/2458, 10-17=-2955/332, 12-17=-552/113, 12-16=0/257, 1-26=-185/2502 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 14, 17. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T08 Truss Type Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496912 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:26 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-5wz8VLxYzfcxdEDAaRYmLsvBVkKRQqy3mMiFInz4kp3 NOTES-(12-13) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T09 Truss Type HIP Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496913 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-5wz8VLxYzfcxdEDAaRYmLsv7?kLKQpE3mMiFInz4kp3 Scale = 1:113.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 1527282930 4x6 6x6 4x8 4x6 8x8 4x6 5x8 6x6 6x6 5x8 5x12 5x12 3x4 5x12 6x8 5x6 5x8 3x6 5x6 4x6 4x6 6x6 4x6 4x6 4x6 7-11-2 7-11-2 15-7-12 7-8-10 23-4-5 7-8-10 31-6-0 8-1-11 39-7-11 8-1-11 51-1-12 11-6-1 57-1-6 5-11-10 63-3-8 6-2-2 7-11-2 7-11-2 15-7-12 7-8-10 23-4-5 7-8-10 31-6-0 8-1-11 39-7-11 8-1-11 51-1-12 11-6-1 57-1-6 5-11-10 63-3-8 6-2-2 64-2-8 0-11-0 1-0-1212-6-1512-8-150-11-012-6-156.00 12 Plate Offsets (X,Y)-- [13:0-2-0,0-1-7], [23:0-2-8,0-3-0], [25:0-2-8,0-3-0], [26:0-3-8,0-2-4], [26:0-2-7,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.66 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.41 0.10 (loc) 20-22 20-22 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 397 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-17,21-24: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-22,5-22,6-20,8-18,9-18: 2x4 SPF No.2 6-22,6-18: 2x4 SPF 2100F 1.8E, 9-16: 2x4 SPF-S Stud 1-26: 2x6 SP 2400F 2.0E SLIDER Right 2x4 SPF-S Stud 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-23, 4-22, 6-22, 6-18, 9-18, 9-16 REACTIONS.(lb/size)26=2255/Mechanical, 16=3397/0-3-8, 13=243/0-3-8 Max Horz 26=-134(LC 4) Max Uplift 26=-90(LC 6), 16=-38(LC 7), 13=-92(LC 7) Max Grav 26=2255(LC 1), 16=3397(LC 1), 13=325(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3841/423, 2-4=-3521/447, 4-5=-2884/440, 5-6=-2482/435, 6-8=-1630/357, 8-9=-1987/329, 9-11=0/581, 11-13=-159/397, 1-26=-2136/274 BOT CHORD 25-26=-145/910, 23-25=-272/3336, 22-23=-160/3063, 20-22=-7/2403, 18-20=-7/2403, 16-18=-488/116, 15-16=-316/71, 13-15=-316/71 WEBS 2-23=-326/131, 4-23=0/456, 4-22=-863/209, 5-22=-39/812, 6-20=0/467, 6-18=-1464/115, 8-18=0/401, 9-18=-66/2337, 9-16=-2806/391, 11-16=-361/90, 1-25=-176/2435 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 26, 16, 13. 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. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T09 Truss Type HIP Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496913 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-Z7XXihxAkzkoFOnN883?u3SIl7hZ9GUC?0RorDz4kp2 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T11 Truss Type PIGGYBACK BASE Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496914 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-1J5vw0yoVHsesXMZhsaEQH_TQXzXuk4LDgBLNgz4kp1 Scale = 1:110.6 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 27 26 25 24 23 22 21 20 19 1828293031323334 4x6 6x6 4x6 6x6 4x8 6x10 4x6 4x6 3x8 5x6 5x12 6x6 5x8 6x8 6x6 6x6 6x6 6x8 5x8 6x6 3x6 8x16 4x6 4x6 5x16 MT18HS WB3x16 MT18HS 3x8 MT18HS 4-3-12 4-3-12 14-10-3 10-6-7 22-2-0 7-3-13 31-9-8 9-7-8 41-5-0 9-7-8 52-4-12 10-11-12 63-7-0 11-2-4 -0-11-0 0-11-0 7-6-5 7-6-5 14-10-3 7-3-13 22-2-0 7-3-13 28-7-0 6-5-0 35-0-0 6-5-0 41-5-0 6-5-0 48-8-13 7-3-13 56-0-11 7-3-13 63-7-0 7-6-5 64-6-0 0-11-0 0-11-012-0-00-11-012-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [16:0-0-0,0-4-6], [26:0-2-8,0-3-0], [27:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.93 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.68 -1.25 0.29 (loc) 18-20 18-20 16 l/defl >999 >572 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 365 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-25,16-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-26,6-26,12-18,14-18: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-2-10, Right 2x8 SP 2400F 2.0E 4-3-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except 2-0-0 oc purlins (3-8-6 max.): 7-11. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-27, 8-24, 10-22, 10-20, 12-20 REACTIONS.(lb/size)2=-384/0-3-8, 27=3643/0-3-8, 16=2818/0-3-8 Max Horz 2=-113(LC 4) Max Uplift 2=-545(LC 11), 16=-120(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=0/1275, 4-6=-3463/458, 6-7=-3539/503, 7-8=-3087/491, 8-10=-3701/524, 10-11=-3516/514, 11-12=-4026/530, 12-14=-4798/545, 14-16=-5058/552 BOT CHORD 2-27=-1030/54, 26-27=-217/1617, 24-26=-186/2999, 22-24=-143/3563, 20-22=-151/3708, 18-20=-276/4053, 16-18=-385/4298 WEBS 4-27=-4280/441, 4-26=0/1602, 6-26=-540/96, 6-24=-64/358, 7-24=-82/1134, 8-24=-1144/114, 8-22=0/631, 10-20=-615/151, 11-20=-98/1373, 12-20=-816/227, 12-18=0/481 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) except (jt=lb) 2=545, 16=120. 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. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T11 Truss Type PIGGYBACK BASE Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496914 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:28 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-1J5vw0yoVHsesXMZhsaEQH_TQXzXuk4LDgBLNgz4kp1 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T11A Truss Type PIGGYBACK BASE Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496915 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-VVfH7MzQGa_VUhxlFZ5TzUXiNxPkdBsVSKwvv6z4kp0 Scale = 1:112.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 27 26 25 24 23 22 21 20 30 29 28 34 35 4x6 8x8 4x6 6x6 4x6 6x10 4x6 3x6 6x6 5x8 6x6 6x10 6x6 6x6 6x6 6x8 5x8 6x6 3x6 8x16 4x6 4x6 4x6 4x6 4x6 3x6 3x6 8x8 6x16 3x6 8x8 6x6 4-3-12 4-3-12 5-11-8 1-7-12 11-5-6 5-5-14 18-9-8 7-4-2 22-2-0 3-4-8 31-9-8 9-7-8 41-5-0 9-7-8 52-1-10 10-8-10 63-7-0 11-5-6 -0-11-0 0-11-0 4-3-12 4-3-12 5-11-8 1-7-12 7-7-15 1-8-7 15-1-6 7-5-7 18-9-8 3-8-2 22-2-0 3-4-8 28-7-0 6-5-0 35-0-0 6-5-0 41-5-0 6-5-0 48-5-10 7-0-10 55-11-1 7-5-7 63-7-0 7-7-15 64-6-0 0-11-0 0-11-012-0-00-11-00-8-012-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-2-12], [10:0-4-0,0-3-8], [19:Edge,0-2-12], [28:0-6-0,0-2-4], [30:0-2-8,0-3-0], [31:Edge,0-2-8], [32:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.50 0.55 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.17 (loc) 20-22 20-22 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 434 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-7,16-33: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 2-31,19-21,21-23: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 10-26,11-26,11-24,13-24,13-22,14-22,15-22,10-28: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-3-12, Right 2x4 SPF-S Stud 4-2-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except 2-0-0 oc purlins (4-3-14 max.): 10-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-32,31-32. WEBS 1 Row at midpt 8-29, 11-26, 13-24, 13-22, 15-22, 9-27 REACTIONS.(lb/size)2=-856/0-3-8, 19=2078/0-3-8, 32=3683/0-3-8 Max Horz 2=137(LC 6) Max Uplift 2=-856(LC 1), 19=-210(LC 7), 32=-163(LC 6) Max Grav 2=37(LC 6), 19=2078(LC 1), 32=3683(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-211/1781, 6-8=-2263/343, 8-9=-2795/482, 9-10=-2730/533, 10-11=-2297/465, 11-13=-2782/520, 13-14=-2695/535, 14-15=-3105/551, 15-17=-3765/649, 17-18=-3980/727, 18-19=-684/3947 BOT CHORD 2-32=-1470/277, 24-26=-77/2691, 22-24=-99/2823, 20-22=-247/3131, 19-20=-572/3558, 29-30=-66/822, 28-29=-92/2346 WEBS 6-29=-55/1480, 8-29=-920/151, 10-26=-33/619, 11-26=-937/127, 11-24=0/437, 13-22=-475/133, 14-22=-101/964, 15-22=-678/242, 15-20=-92/484, 17-20=-394/411, 30-31=-276/38, 8-28=-22/335, 6-30=-2549/378, 26-28=-15/2309, 10-28=-134/479, 4-32=-2583/320, 30-32=-1553/292, 4-30=-167/1965 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=856, 19=210, 32=163. 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. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss T11A Truss Type PIGGYBACK BASE Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496915 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:29 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-VVfH7MzQGa_VUhxlFZ5TzUXiNxPkdBsVSKwvv6z4kp0 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss T12 Truss Type PIGGYBACK BASE Qty 3 Ply 1 14 Shadow Wood Job Reference (optional) I37496916 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-ziDfKi_21u6M6rWypHciVi4nrLh0MeHeh_gSRYz4kp? Scale = 1:85.7 2 3 4 5 6 7 8 9 10 11 1 19 18 17 16 15 14 13 12202122232425 5x6 3x6 5x6 3x8 3x6 3x6 6x10 5x6 5x6 3x4 3x8 3x6 3x4 4x6 5x6 3x16 MT18HS 10x10 1-10-8 1-10-8 2-0-8 0-2-0 11-7-0 9-6-8 21-1-8 9-6-8 32-1-13 11-0-5 43-3-8 11-1-11 1-10-8 1-10-8 8-4-13 6-6-5 14-9-3 6-4-5 21-1-8 6-4-5 28-4-0 7-2-8 35-11-6 7-7-6 43-3-8 7-4-2 44-2-8 0-11-0 11-0-1212-0-00-11-012-0-06.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-0,0-2-0], [6:0-3-8,0-2-4], [10:0-1-12,0-0-14], [10:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 0.80 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.62 -1.06 0.14 (loc) 13-15 13-15 12 l/defl >828 >487 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 244 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,1-19,10-12: 2x4 SPF 2100F 1.8E, 7-13,9-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-9 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-17, 5-15, 7-15, 1-19, 9-12, 2-18 REACTIONS.(lb/size)19=2175/0-3-8, 12=2065/0-3-8 Max Horz 19=-355(LC 4) Max Uplift 19=-89(LC 4), 12=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/175, 3-5=-1614/284, 5-6=-2029/344, 6-7=-2370/341, 7-9=-3236/363, 9-10=-726/169, 1-19=-2297/242, 10-12=-568/188, 1-2=-419/211 BOT CHORD 18-19=-0/286, 17-18=0/1274, 15-17=0/1824, 13-15=-76/2568, 12-13=-208/2929 WEBS 3-18=-1901/204, 3-17=-43/1297, 5-17=-801/162, 5-15=-54/440, 6-15=-16/643, 7-15=-813/229, 7-13=0/559, 1-18=-97/2123, 9-12=-2759/207 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) 12=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 19,2019 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 14_Shadow_Wood Truss T13 Truss Type COMMON Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496917 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-ziDfKi_21u6M6rWypHciVi4pOLhmMgDeh_gSRYz4kp? Scale = 1:42.3 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x6 3x6 10x10 10x10 10-7-8 10-7-8 21-3-0 10-7-8 -0-11-0 0-11-0 5-6-7 5-6-7 10-7-8 5-1-1 15-8-9 5-1-1 21-3-0 5-6-7 22-2-0 0-11-0 0-11-06-2-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-14], [2:Edge,0-3-8], [6:0-1-12,0-0-14], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.74 0.82 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.04 (loc) 10-11 10-11 8 l/defl >999 >414 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=902/0-3-8, 8=902/0-3-8 Max Horz 11=67(LC 5) Max Uplift 11=-73(LC 6), 8=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/73, 3-4=-954/163, 4-5=-954/163, 5-6=-410/73, 2-11=-374/127, 6-8=-374/127 BOT CHORD 10-11=-86/993, 8-10=-86/993 WEBS 4-10=-30/536, 5-10=-276/163, 3-10=-276/163, 3-11=-816/146, 5-8=-816/146 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) 11, 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 19,2019 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 14_Shadow_Wood Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496918 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-Sum1Y2_hoCEDj?58N_8x2vc_rl5B57poveP0_?z4kp_ Scale = 1:88.9 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020212223 3x4 5x12 5x8 3x6 5x6 5x6 3x8 MT18HS5x12 3x4 3x6 3x6 3x6 3x8 2x4 4x8 3x6 8x8 5x6 3x8 0-0-6 0-0-6 3-1-8 3-1-2 10-7-2 7-5-11 18-0-13 7-5-11 25-6-8 7-5-11 33-4-0 7-9-8 41-1-8 7-9-8 44-10-0 3-8-8 3-1-8 3-1-8 10-7-2 7-5-11 18-0-13 7-5-11 25-6-8 7-5-11 33-4-0 7-9-8 41-1-8 7-9-8 44-10-0 3-8-8 1-8-812-9-112-11-011-0-1212-9-16.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-1-8], [15:0-2-8,0-1-8], [18:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.55 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.57 0.15 (loc) 14-15 14-15 10 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 248 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-18,7-14,7-11,9-10: 2x4 SPF 2100F 1.8E 5-14,6-14,7-12,8-11,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 1-2, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-15, 5-14, 7-14, 8-11, 9-10 2 Rows at 1/3 pts 7-11 REACTIONS.(lb/size)19=1987/0-4-3, 10=2185/0-3-8 Max Horz 19=354(LC 5) Max Uplift 10=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1935/192, 1-2=-3882/389, 2-3=-3734/399, 3-5=-3028/382, 5-6=-2264/362, 6-7=-1933/364, 7-8=-584/220, 8-9=-679/232, 9-10=-2191/258 BOT CHORD 18-19=-339/114, 17-18=-467/4015, 15-17=-341/3284, 14-15=-191/2617, 12-14=-139/1585, 11-12=-139/1585 WEBS 1-18=-408/4266, 2-18=-1805/262, 2-17=-744/128, 3-17=0/432, 3-15=-808/182, 5-15=-15/719, 5-14=-1069/231, 6-14=-13/558, 7-14=-89/650, 7-12=0/478, 7-11=-1876/179, 9-11=-107/1922 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) 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 19,2019 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 14_Shadow_Wood Truss T16 Truss Type Roof Special Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496919 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-OHuozk0xKpUxzJFWUPAP7KiKZYgZZ0T5Nyu61tz4koy Scale = 1:86.5 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12242526 4x6 5x8 6x8 3x6 3x6 6x8 3x4 2x4 4x10 6x10 2x4 2x4 3x6 6x16 4x10 4x6 3x6 6x10 5x12 2x4 3x8 2x4 6x10 2-3-8 2-3-8 5-7-0 3-3-8 11-5-0 5-10-0 17-3-0 5-10-0 23-8-0 6-5-0 30-8-5 7-0-5 37-8-11 7-0-5 44-11-8 7-2-13 2-3-8 2-3-8 5-7-0 3-3-8 11-5-0 5-10-0 17-3-0 5-10-0 23-8-0 6-5-0 30-8-5 7-0-5 37-8-11 7-0-5 44-11-8 7-2-13 2-2-811-1-111-3-011-1-10-8-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [7:0-4-4,0-0-12], [18:0-4-12,0-3-0], [19:0-2-8,0-2-0], [20:0-2-8,0-2-0] 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 0.68 0.94 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.44 -1.02 0.35 (loc) 19-20 19-20 12 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-9,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-23,2-22,6-17,21-23,3-20,5-19,5-18,16-18: 2x3 SPF No.2 11-12,2-20: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-10 max.): 1-3, 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20. WEBS 1 Row at midpt 11-12, 3-19, 5-18, 7-16, 8-16, 10-13, 11-13 2 Rows at 1/3 pts 8-13 REACTIONS.(lb/size)23=1912/0-3-8, 12=2210/0-3-8 Max Horz 23=334(LC 5) Max Uplift 12=-120(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1861/222, 1-2=-3191/380, 2-3=-7172/762, 3-5=-4573/493, 5-6=-3434/426, 6-7=-3422/546, 7-8=-2132/360, 8-10=-1229/246, 10-11=-1229/246, 11-12=-2034/250 BOT CHORD 20-21=-429/3244, 19-20=-822/7303, 18-19=-425/4054, 14-16=-165/1958, 13-14=-165/1958 WEBS 2-21=-1659/189, 6-18=-335/191, 21-23=-327/107, 1-21=-408/3649, 2-20=-402/4205, 3-20=-1569/223, 3-19=-3322/406, 5-19=-8/872, 5-18=-1296/204, 16-18=-159/2078, 7-18=-311/1636, 7-16=-273/153, 8-16=-66/316, 8-14=0/403, 8-13=-1337/141, 10-13=-455/156, 11-13=-208/2213 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) except (jt=lb) 12=120. 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 19,2019 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 14_Shadow_Wood Truss T17 Truss Type Roof Special Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496920 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-sTSAA41Z57coaSqj26hegYER_y?NIRWEccegZKz4kox Scale = 1:82.3 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12242526 4x6 5x8 6x8 3x6 3x6 6x8 3x6 2x4 4x10 6x16 2x4 2x4 3x8 MT18HS5x12 4x10 4x8 3x6 6x10 6x10 2x4 3x8 2x4 6x10 2-3-8 2-3-8 5-7-0 3-3-8 11-5-0 5-10-0 17-3-0 5-10-0 20-4-0 3-1-0 28-5-11 8-1-11 36-7-5 8-1-11 44-11-8 8-4-3 2-3-8 2-3-8 5-7-0 3-3-8 11-5-0 5-10-0 17-3-0 5-10-0 20-4-0 3-1-0 28-5-11 8-1-11 36-7-5 8-1-11 44-11-8 8-4-3 2-2-89-5-19-7-09-5-10-8-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [7:0-4-12,0-1-0], [18:0-5-8,0-2-12], [19:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-7-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.96 0.97 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -1.02 0.34 (loc) 19-20 19-20 12 l/defl >999 >527 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 224 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SP 2400F 2.0E, 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 11-12,1-21,3-19,8-16,8-13,11-13: 2x4 SPF No.2 2-20: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-5-4 max.): 1-3, 7-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-4-1 oc bracing: 19-20 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-19, 5-18, 7-16, 8-16, 8-13, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS.(lb/size)23=1937/0-3-8, 12=2211/0-3-8 Max Horz 23=282(LC 5) Max Uplift 23=-2(LC 7), 12=-128(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1886/216, 1-2=-3238/370, 2-3=-7269/749, 3-5=-4654/490, 5-6=-3496/419, 6-7=-3401/489, 7-8=-2516/369, 8-10=-1638/258, 10-11=-1638/258, 11-12=-2013/241 BOT CHORD 20-21=-402/3291, 19-20=-793/7403, 18-19=-406/4128, 15-16=-191/2516, 13-15=-191/2516 WEBS 2-21=-1680/190, 21-23=-273/97, 1-21=-397/3703, 2-20=-399/4257, 3-20=-1597/222, 3-19=-3348/396, 5-19=-5/880, 5-18=-1328/213, 16-18=-173/2534, 7-18=-263/1571, 7-16=-332/136, 8-15=0/452, 8-13=-1320/131, 10-13=-523/173, 11-13=-218/2419 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) 23 except (jt=lb) 12=128. 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 19,2019 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 14_Shadow_Wood Truss T18 Truss Type Roof Special Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496921 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-Kf0YOQ2BsQkfCcPvcqCtClngjMMl1tHNqGND6mz4kow Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 1224252627 4x6 5x8 6x8 6x10 3x6 8x8 3x4 2x4 4x10 5x12 2x4 3x8 MT18HS 5x12 4x10 6x8 2x4 3x4 6x10 2x4 3x8 2x4 8x10 2-3-8 2-3-8 5-7-0 3-3-8 11-3-8 5-8-8 17-3-0 5-11-8 23-11-4 6-8-4 30-10-8 6-11-4 37-9-12 6-11-4 44-11-8 7-1-12 2-3-8 2-3-8 5-7-0 3-3-8 11-3-8 5-8-8 17-0-0 5-8-8 23-11-4 6-11-4 30-10-8 6-11-4 37-9-12 6-11-4 44-11-8 7-1-12 2-2-87-9-17-11-07-9-10-8-06.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [5:0-6-2,Edge], [6:0-1-4,0-0-0], [11:0-3-8,Edge], [18:0-5-8,0-2-12], [20:0-2-8,0-2-0], [21:0-7-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.70 0.90 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -1.06 0.35 (loc) 18-19 19-20 12 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-9,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 11-12,1-21,16-18,8-16,8-13: 2x4 SPF No.2, 2-20: 2x4 SPF 2100F 1.8E 3-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-1 max.): 1-3, 5-11. BOT CHORD Structural wood sheathing directly applied or 9-6-8 oc bracing. WEBS 1 Row at midpt 11-12, 7-18, 8-13 2 Rows at 1/3 pts 3-19 REACTIONS.(lb/size)23=1949/0-3-8, 12=2146/0-3-8 Max Horz 23=230(LC 5) Max Uplift 23=-22(LC 7), 12=-135(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1897/209, 1-2=-3259/358, 2-3=-7283/732, 3-4=-4725/483, 4-5=-4718/594, 5-6=-3181/407, 6-7=-3178/408, 7-8=-3109/384, 8-10=-1710/242, 10-11=-1710/242, 11-12=-1984/226 BOT CHORD 20-21=-373/3313, 19-20=-759/7418, 18-19=-226/3161, 14-16=-213/2763, 13-14=-213/2763 WEBS 2-21=-1681/189, 1-21=-383/3727, 2-20=-394/4249, 3-20=-1620/218, 3-19=-3302/383, 4-19=-297/185, 16-18=-228/3063, 7-16=-499/161, 8-16=-67/508, 8-14=0/357, 8-13=-1547/142, 10-13=-455/150, 11-13=-219/2470, 5-19=-247/1602, 5-18=-141/743 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) 23 except (jt=lb) 12=135. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 19,2019 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 14_Shadow_Wood Truss T19 Truss Type Roof Special Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496922 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-orawbm2pdksWqmz59Xj6lzKpbmhjmLRX3w7neCz4kov Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12242526 4x6 5x8 6x18 MT18HS 6x6 3x6 2x4 4x8 2x4 2x4 3x4 2x4 3x16 MT18HS 6x16 6x8 6x8 8x8 5x12 3x8 2x4 5x8 2x4 5x8 6x8 2-3-8 2-3-8 5-7-0 3-3-8 13-8-0 8-1-0 17-3-0 3-7-0 24-1-8 6-10-8 31-0-0 6-10-8 37-10-8 6-10-8 44-11-8 7-1-0 2-3-8 2-3-8 5-7-0 3-3-8 9-7-8 4-0-8 13-8-0 4-0-8 17-3-0 3-7-0 24-1-8 6-10-8 31-0-0 6-10-8 37-10-8 6-10-8 44-11-8 7-1-0 2-2-86-1-16-3-06-1-10-8-06.00 12 Plate Offsets (X,Y)-- [16:0-2-8,Edge], [18:0-6-12,0-3-4], [20:0-2-8,0-3-0], [21:0-7-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.82 0.98 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.51 -1.30 0.41 (loc) 19-20 19-20 12 l/defl >999 >412 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-21,15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-21,16-18,10-12,4-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-4 max.): 1-3, 5-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-5-11 oc bracing: 20-21 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 7-14, 3-21 2 Rows at 1/3 pts 10-12 REACTIONS.(lb/size)23=1859/0-3-8, 12=2005/0-3-8 Max Horz 23=177(LC 5) Max Uplift 23=-45(LC 7), 12=-140(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1807/200, 1-2=-3124/348, 2-3=-3151/349, 3-4=-8086/832, 4-5=-3940/435, 5-6=-3462/410, 6-7=-3959/463, 7-9=-3288/374, 9-10=-3288/374 BOT CHORD 20-21=-675/7040, 19-20=-441/4368, 18-19=-324/3970, 14-16=-288/3793, 13-14=-182/2135, 12-13=-182/2135 WEBS 6-18=-8/380, 1-21=-373/3581, 3-20=-2241/302, 5-19=-129/1570, 6-19=-960/147, 16-18=-282/3725, 7-14=-660/71, 9-14=-394/131, 10-14=-151/1509, 10-13=0/327, 10-12=-2758/244, 4-20=-331/3650, 4-19=-1116/217, 3-21=-4156/357 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) 23 except (jt=lb) 12=140. 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 19,2019 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 14_Shadow_Wood Truss T20 Truss Type Half Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496923 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-G28Jo53RO2_NRwYIjFELIAs6c9FJV02gIasKAez4kou Scale = 1:20.9 1 2 3 4 9 8 7 5 6 3x6 3x4 2x4 2x4 2x4 3x4 2-3-8 2-3-8 3-11-4 1-7-12 4-0-0 0-0-12 -0-11-0 0-11-0 2-3-8 2-3-8 2-9-10 0-6-2 4-0-0 1-2-6 1-3-03-7-02-11-00-8-03-7-010.00 12 Plate Offsets (X,Y)-- [4:0-2-14,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.29 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.07 -0.10 (loc) 8 8 5 l/defl >800 >634 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=125/Mechanical, 9=224/0-3-8, 6=17/Mechanical Max Horz 9=124(LC 6) Max Uplift 5=-58(LC 6), 9=-1(LC 6) Max Grav 5=125(LC 1), 9=224(LC 1), 6=35(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) 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) 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) 5, 9. 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 19,2019 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 14_Shadow_Wood Truss T21 Truss Type Half Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496924 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-G28Jo53RO2_NRwYIjFELIAs6O9FjV02gIasKAez4kou Scale = 1:15.8 1 2 3 4 9 8 7 5 6 3x6 3x4 2x4 2x4 2x4 3x4 2-3-8 2-3-8 3-11-4 1-7-12 4-0-0 0-0-12 -0-11-0 0-11-0 1-7-3 1-7-3 2-3-8 0-8-5 4-0-0 1-8-8 1-3-02-7-01-11-00-8-02-7-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.30 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.10 (loc) 8 8 5 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=125/Mechanical, 9=224/0-3-8, 6=17/Mechanical Max Horz 9=93(LC 6) Max Uplift 5=-37(LC 7), 9=-19(LC 6) Max Grav 5=125(LC 1), 9=224(LC 1), 6=35(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) 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) 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) 5, 9. 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 19,2019 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 14_Shadow_Wood Truss T22 Truss Type Half Hip Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496925 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-kEih0R448L6E347UHymaqOPGnZcZETJqWDcti5z4kot Scale = 1:10.7 1 2 3 4 9 8 7 5 6 3x4 2x4 2x4 2x4 2x4 2x4 2-3-8 2-3-8 3-11-4 1-7-12 4-0-0 0-0-12 -0-11-0 0-11-0 0-4-13 0-4-13 2-3-8 1-10-11 4-0-0 1-8-8 1-3-01-7-00-11-00-8-01-7-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.33 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.05 (loc) 8 8 5 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=125/Mechanical, 9=215/0-3-8, 6=17/Mechanical Max Horz 9=61(LC 6) Max Uplift 5=-32(LC 4), 9=-24(LC 6) Max Grav 5=131(LC 11), 9=215(LC 1), 6=35(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) -0-11-0 to 3-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 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) 5, 9. 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 19,2019 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 14_Shadow_Wood Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 14 Shadow Wood Job Reference (optional) I37496926 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wv5CuuWTPQaoxFzV3mXR9yU78P-VnAihAA5Gp751Jk0levS94ka_o7u6tF?MTYI_dz4kol Scale = 1:112.5 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 /\ 35 36 37 38 39 40 41 42 43 44 45 46 47 4849 50 51 52 53 5455 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 7374 75 76 7778 7980 8182 83 84 85 6x6 3x6 10x10 4x8 5x8 6x6 5x12 5x12 3x6 5x12 3x6 5x12 3x6 3x6 5x12 3x6 5x12 3x6 6x10 3x6 5x12 5x12 5x12 5x8 5x6 8x8 3x6 3x6 4x6 5x6 3-8-0 3-8-0 7-0-8 3-4-8 13-4-2 6-3-10 19-7-11 6-3-10 25-11-5 6-3-10 32-2-15 6-3-10 38-6-9 6-3-10 44-10-2 6-3-10 51-1-12 6-3-10 55-11-8 4-9-12 59-5-12 3-6-4 63-3-8 3-9-12 3-8-0 3-8-0 7-0-8 3-4-8 13-4-2 6-3-10 19-7-11 6-3-10 25-11-5 6-3-10 32-2-15 6-3-10 38-6-9 6-3-10 44-10-2 6-3-10 51-1-12 6-3-10 55-11-8 4-9-12 59-5-12 3-6-4 63-3-8 3-9-12 64-2-8 0-11-0 1-0-124-5-14-7-00-11-04-5-16.00 12 Plate Offsets (X,Y)-- [14:0-6-0,0-0-15], [18:0-1-12,0-0-0], [18:Edge,0-5-13], [33:Edge,0-7-13], [33:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.86 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.51 -1.09 0.17 (loc) 27-28 27-28 21 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 Weight: 602 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-28,7-28,7-25,10-25,10-23,13-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 3-14. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)33=2579/Mechanical, 21=4353/0-3-8, 18=0/0-3-8 Max Horz 33=-62(LC 11) Max Uplift 33=-699(LC 5), 21=-2286(LC 3), 18=REL Max Grav 33=2635(LC 9), 21=4353(LC 1), 18=768(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3874/1083, 2-3=-4408/1336, 3-4=-4018/1236, 4-5=-8045/2460, 5-7=-8045/2460, 7-8=-7666/1917, 8-10=-7666/1917, 10-11=-2868/0, 11-13=-2868/0, 13-14=-1267/729, 14-15=-1388/823, 15-16=-1234/375, 1-33=-2481/682, 16-18=-702/69 BOT CHORD 32-33=-132/385, 31-32=-967/3409, 30-31=-2054/6610, 28-30=-2054/6610, 27-28=-2387/8439, 25-27=-2387/8439, 24-25=-958/5856, 23-24=-958/5856, 21-23=-1787/2207, 20-21=-1787/2207, 19-20=-288/1101 WEBS 2-32=-717/241, 2-31=-305/746, 3-31=-405/1565, 4-31=-3105/1039, 4-30=0/355, 4-28=-460/1706, 5-28=-495/305, 7-28=-468/0, 7-27=0/378, 7-25=-1020/599, 8-25=-504/315, 10-25=-1100/2256, 10-24=0/386, 10-23=-3655/1661, 11-23=-503/311, 13-23=-2096/4797, 13-21=-4019/2227, 13-20=-1210/1403, 14-20=-640/782, 15-20=-500/273, 15-19=-162/303, 1-32=-854/3091, 16-19=-289/913 NOTES-(15-16) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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.Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 14 Shadow Wood Job Reference (optional) I37496926 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wv5CuuWTPQaoxFzV3mXR9yU78P-VnAihAA5Gp751Jk0levS94ka_o7u6tF?MTYI_dz4kol NOTES-(15-16) 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 33=699, 21=2286. 11) "/\" indicates Released bearing: allow for upward movement at joint(s) 18. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 80 lb up at 7-8-4, 51 lb down and 80 lb up at 9-8-4, 51 lb down and 80 lb up at 11-8-4, 51 lb down and 80 lb up at 13-8-4, 51 lb down and 80 lb up at 15-8-4, 51 lb down and 80 lb up at 17-8-4, 51 lb down and 80 lb up at 19-8-4, 51 lb down and 80 lb up at 21-8-4, 51 lb down and 80 lb up at 23-8-4, 51 lb down and 80 lb up at 25-8-4, 51 lb down and 80 lb up at 27-8-4, 51 lb down and 80 lb up at 29-8-4, 51 lb down and 80 lb up at 31-8-4, 51 lb down and 80 lb up at 33-8-4, 51 lb down and 80 lb up at 35-8-4, 51 lb down and 80 lb up at 37-8-4, 51 lb down and 80 lb up at 39-8-4, 51 lb down and 80 lb up at 41-8-4, 51 lb down and 80 lb up at 43-8-4, 51 lb down and 80 lb up at 45-8-4, 51 lb down and 80 lb up at 47-8-4, 51 lb down and 80 lb up at 49-8-4, 51 lb down and 80 lb up at 51-8-4, 51 lb down and 80 lb up at 53-8-4, and 51 lb down and 80 lb up at 54-9-8, and 62 lb down and 80 lb up at 55-11-8 on top chord, and 34 lb down and 14 lb up at 1-8-4, 34 lb down and 14 lb up at 3-8-4, 34 lb down and 14 lb up at 5-8-4, 34 lb down and 14 lb up at 7-8-4, 34 lb down and 14 lb up at 9-8-4, 34 lb down and 14 lb up at 11-8-4, 34 lb down and 14 lb up at 13-8-4, 34 lb down and 14 lb up at 15-8-4, 34 lb down and 14 lb up at 17-8-4, 34 lb down and 14 lb up at 19-8-4, 34 lb down and 14 lb up at 21-8-4, 34 lb down and 14 lb up at 23-8-4, 34 lb down and 14 lb up at 25-8-4, 34 lb down and 14 lb up at 27-8-4, 34 lb down and 14 lb up at 29-8-4, 34 lb down and 14 lb up at 31-8-4, 34 lb down and 14 lb up at 33-8-4, 34 lb down and 14 lb up at 35-8-4, 34 lb down and 14 lb up at 37-8-4, 34 lb down and 14 lb up at 39-8-4, 34 lb down and 14 lb up at 41-8-4, 34 lb down and 14 lb up at 43-8-4, 34 lb down and 14 lb up at 45-8-4, 34 lb down and 14 lb up at 47-8-4, 34 lb down and 14 lb up at 49-8-4, 34 lb down and 14 lb up at 51-8-4, 34 lb down and 14 lb up at 53-8-4, 34 lb down and 14 lb up at 54-9-8, 34 lb down and 14 lb up at 55-10-12, 34 lb down at 57-10-12, and 34 lb down at 59-10-12, and 35 lb down at 61-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-14=-60, 14-16=-60, 16-17=-60, 18-33=-20 Concentrated Loads (lb) Vert: 32=-22(B) 28=-22(B) 5=-43(B) 7=-43(B) 27=-22(B) 14=-43(B) 20=-22(B) 35=-43(B) 36=-43(B) 37=-43(B) 38=-43(B) 39=-43(B) 40=-43(B) 41=-43(B) 42=-43(B) 43=-43(B) 44=-43(B) 45=-43(B) 46=-43(B) 47=-43(B) 48=-43(B) 49=-43(B) 50=-43(B) 51=-43(B) 52=-43(B) 53=-43(B) 54=-43(B) 55=-43(B) 56=-43(B) 57=-43(B) 58=-22(B) 59=-22(B) 60=-22(B) 61=-22(B) 62=-22(B) 63=-22(B) 64=-22(B) 65=-22(B) 66=-22(B) 67=-22(B) 68=-22(B) 69=-22(B) 70=-22(B) 71=-22(B) 72=-22(B) 73=-22(B) 74=-22(B) 75=-22(B) 76=-22(B) 77=-22(B) 78=-22(B) 79=-22(B) 80=-22(B) 81=-22(B) 82=-22(B) 83=-22(B) 84=-22(B) 85=-22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496927 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-_zk5vWBj16FyeSJDJLQhhHHrRBfLrYw8b7HsX3z4kok Scale = 1:12.4 2 3 4 5 1 7 6 8 9 3x4 2x4 2x4 0-0-13 0-0-13 2-0-0 1-11-3 4-0-0 2-0-0 3-2-6 3-2-6 4-0-0 0-9-10 4-11-0 0-11-0 1-9-51-11-01-3-01-9-510.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.02 (loc) 5-6 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=95/Mechanical, 6=41/Mechanical, 5=190/0-3-0 Max Horz 6=-38(LC 6) Max Uplift 1=-42(LC 4), 5=-66(LC 6) Max Grav 1=97(LC 9), 6=75(LC 2), 5=190(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 lb down and 19 lb up at 1-11-4, and 32 lb down and 103 lb up at 3-2-6 on top chord, and 2 lb up at 1-11-4, and 15 lb up at 3-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 2=34(F) 8=0(F) 9=7(F) June 19,2019 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 14_Shadow_Wood Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 14 Shadow Wood Job Reference (optional) I37496928 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-OYQDXYDbK1dXVw2o_TzOJwvE2PX82gcbH5WW8Oz4koh Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 4x6 4x8 5x6 5x6 3x6 3x4 4x6 2x4 3x12 3x6 2x4 4x8 5x12 4x8 4x8 8x8 5x12 3x8 2x4 4x10 2x4 4x10 3x6 2-3-8 2-3-8 5-7-0 3-3-8 10-4-0 4-9-0 17-3-0 6-11-0 24-1-8 6-10-8 31-0-0 6-10-8 37-10-8 6-10-8 44-11-8 7-1-0 2-3-8 2-3-8 5-7-0 3-3-8 10-4-0 4-9-0 17-3-0 6-11-0 24-1-8 6-10-8 31-0-0 6-10-8 37-10-8 6-10-8 44-11-8 7-1-0 2-2-84-5-14-7-04-5-10-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [16:0-3-8,0-4-0], [18:0-7-8,0-3-0], [20:0-3-8,0-2-0], [21:0-6-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.71 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.55 -1.06 0.26 (loc) 17 16-17 12 l/defl >967 >506 n/a L/d 240 180 n/a PLATES MT20 Weight: 442 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 18-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-21,2-20,16-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-2 max.): 1-3, 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-12 REACTIONS.(lb/size)23=2284/0-3-8, 12=2519/0-3-8 Max Horz 23=122(LC 12) Max Uplift 23=-632(LC 6), 12=-981(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-2173/628, 1-2=-4089/1209, 2-3=-8387/2548, 3-4=-6280/2098, 4-5=-5540/1885, 5-6=-7903/2933, 6-8=-5912/2285, 8-9=-5912/2285, 11-12=-265/166 BOT CHORD 20-21=-1357/4268, 19-20=-2692/8657, 18-19=-2988/7991, 16-17=-144/382, 14-16=-2603/6862, 13-14=-1459/3715, 12-13=-1459/3715 WEBS 2-21=-1674/528, 5-18=-103/534, 1-21=-1338/4574, 2-20=-1395/4386, 3-20=-2160/731, 3-19=-3120/800, 4-19=-658/2237, 5-19=-2802/1217, 16-18=-2475/6521, 6-18=-391/1158, 6-16=-496/319, 6-14=-1102/368, 8-14=-546/338, 9-14=-959/2549, 9-13=0/438, 9-12=-4247/1633 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=632, 12=981. 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. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 14 Shadow Wood Job Reference (optional) I37496928 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:50 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-OYQDXYDbK1dXVw2o_TzOJwvE2PX82gcbH5WW8Oz4koh NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 31 lb up at 2-4-12, 86 lb down and 92 lb up at 10-4-0, 68 lb down and 92 lb up at 12-2-12, 68 lb down and 92 lb up at 14-2-12, 68 lb down and 92 lb up at 16-2-12, 51 lb down and 80 lb up at 18-2-12, 51 lb down and 80 lb up at 20-2-12, 51 lb down and 80 lb up at 22-2-12, 51 lb down and 80 lb up at 24-2-12, 51 lb down and 80 lb up at 26-2-12, 51 lb down and 80 lb up at 28-2-12, 51 lb down and 80 lb up at 30-2-12, 51 lb down and 80 lb up at 32-2-12, 51 lb down and 80 lb up at 34-2-12, 51 lb down and 80 lb up at 36-2-12, 51 lb down and 80 lb up at 38-2-12, 51 lb down and 80 lb up at 40-2-12, and 51 lb down and 80 lb up at 42-2-12, and 55 lb down and 80 lb up at 44-2-12 on top chord, and at 4-4-12, at 6-4-12, at 8-4-12, at 10-4-12, at 12-2-12, at 14-2-12, at 16-2-12, 34 lb down and 14 lb up at 18-2-12, 34 lb down and 14 lb up at 20-2-12, 34 lb down and 14 lb up at 22-2-12, 34 lb down and 14 lb up at 24-2-12, 34 lb down and 14 lb up at 26-2-12, 34 lb down and 14 lb up at 28-2-12, 34 lb down and 14 lb up at 30-2-12, 34 lb down and 14 lb up at 32-2-12, 34 lb down and 14 lb up at 34-2-12, 34 lb down and 14 lb up at 36-2-12, 34 lb down and 14 lb up at 38-2-12, 34 lb down and 14 lb up at 40-2-12, and 34 lb down and 14 lb up at 42-2-12, and 43 lb down and 11 lb up at 44-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-11=-60, 22-23=-20, 18-21=-20, 12-17=-20 Concentrated Loads (lb) Vert: 4=-68(B) 7=-43(B) 2=-30(B) 16=-22(B) 6=-43(B) 10=-43(B) 24=-68(B) 25=-68(B) 26=-68(B) 27=-43(B) 28=-43(B) 29=-43(B) 30=-43(B) 31=-43(B) 32=-43(B) 33=-43(B) 34=-43(B) 35=-43(B) 36=-43(B) 37=-55(B) 44=-22(B) 45=-22(B) 46=-22(B) 47=-22(B) 48=-22(B) 49=-22(B) 50=-22(B) 51=-22(B) 52=-22(B) 53=-22(B) 54=-22(B) 55=-22(B) 56=-26(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 14_Shadow_Wood Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 14 Shadow Wood Job Reference (optional) I37496929 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-sk_bkuED5LlO74d_YBVds7RSDpySnARkWlF3gqz4kog Scale = 1:54.0 1 2 3 4 5 6 12 11 10 9 8 7131415161718 10x16 4x8 6x8 12x12 4x8 10x10 4x8 10x10 10x16 4-10-8 4-10-8 9-5-8 4-7-0 14-0-8 4-7-0 18-11-0 4-10-8 4-10-8 4-10-8 9-5-8 4-7-0 14-0-8 4-7-0 18-11-0 4-10-8 19-10-0 0-11-0 1-3-09-1-91-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-8], [7:0-2-4,0-2-8], [7:0-2-5,0-2-13], [8:0-3-8,0-5-0], [10:0-3-8,0-5-0], [12:0-2-5,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.47 0.32 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.18 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 398 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9,1-10,5-8: 2x4 SPF No.2, 1-12,5-7: 2x8 SP 2400F 2.0E 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)12=12323/0-5-8, 7=8566/0-3-8 Max Horz 12=-227(LC 3) Max Uplift 12=-893(LC 5), 7=-1300(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10805/973, 2-3=-7934/1072, 3-4=-7931/1071, 4-5=-9912/1504, 1-12=-8273/754, 5-7=-7889/1209 BOT CHORD 10-12=-323/2509, 9-10=-741/8223, 8-9=-1065/7522, 7-8=-211/1366 WEBS 3-9=-1277/9761, 4-9=-2155/666, 4-8=-704/2620, 2-9=-3172/82, 2-10=0/3909, 1-10=-532/5851, 5-8=-878/6304 NOTES-(10-11) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 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) except (jt=lb) 12=893, 7=1300. 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) 2894 lb down and 91 lb up at 1-0-12, 2894 lb down and 91 lb up at 3-0-12, 2235 lb down and 102 lb up at 5-0-12, 2250 lb down and 87 lb up at 7-0-12, 2311 lb down and 76 lb up at 9-0-12, 2245 lb down and 893 lb up at 11-0-12, and 1906 lb down and 59 lb up at 13-0-12, and 2615 lb down and 711 lb up at 14-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 14 Shadow Wood Job Reference (optional) I37496929 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-sk_bkuED5LlO74d_YBVds7RSDpySnARkWlF3gqz4kog 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: 11=-2894(F) 10=-2235(F) 13=-2894(F) 14=-2250(F) 15=-2311(F) 16=-2245(F) 17=-1906(F) 18=-2615(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 14_Shadow_Wood Truss TG06 Truss Type Common Girder Qty 1 Ply 2 14 Shadow Wood Job Reference (optional) I37496930 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-KwY_yEFsrftFlECA5u0sOL_dkCGuWfLukP?dCHz4kof Scale = 1:40.1 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 8x8 4x6 8x8 5x10 MT18HS 8x8 3x8 6x6 3x8 6x6 5-5-8 5-5-8 10-7-8 5-2-0 15-9-8 5-2-0 21-3-0 5-5-8 5-5-8 5-5-8 10-7-8 5-2-0 15-9-8 5-2-0 21-3-0 5-5-8 0-11-06-2-120-11-06.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-6-8], [5:0-3-4,0-6-8], [6:0-2-12,0-0-0], [11:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.49 0.50 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.27 0.04 (loc) 8-10 8-10 6 l/defl >999 >930 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-10,5-7: 2x4 SPF No.2, 1-11,5-6: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=5208/0-3-8, 6=5222/0-3-8 Max Horz 11=69(LC 4) Max Uplift 11=-68(LC 5), 6=-210(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7811/277, 2-3=-5901/278, 3-4=-5901/278, 4-5=-7818/326, 1-11=-4256/185, 5-6=-4252/201 BOT CHORD 10-11=-42/1831, 8-10=-237/6916, 7-8=-232/6923, 6-7=-84/1892 WEBS 3-8=-167/4894, 4-8=-2048/165, 4-7=-23/1687, 2-8=-2041/113, 2-10=0/1681, 1-10=-197/5123, 5-7=-154/5068 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 6=210. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 529 lb down at 1-6-12, 915 lb down and 38 lb up at 3-2-4, 915 lb down and 38 lb up at 5-2-4, 915 lb down and 38 lb up at 7-2-4, 915 lb down and 38 lb up at 9-2-4, 915 lb down and 38 lb up at 11-2-4, 915 lb down and 38 lb up at 13-2-4, 915 lb down and 38 lb up at 15-2-4, and 915 lb down and 38 lb up at 17-2-4, and 915 lb down and 38 lb up at 19-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 June 19,2019 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 14_Shadow_Wood Truss TG06 Truss Type Common Girder Qty 1 Ply 2 14 Shadow Wood Job Reference (optional) I37496930 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:52 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-KwY_yEFsrftFlECA5u0sOL_dkCGuWfLukP?dCHz4kof 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 9=-915(F) 10=-915(F) 12=-529(F) 13=-915(F) 14=-915(F) 15=-915(F) 16=-915(F) 17=-915(F) 18=-915(F) 19=-915(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 14_Shadow_Wood Truss V01 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496931 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-KwY_yEFsrftFlECA5u0sOL_hHCLIWlMukP?dCHz4kof Scale = 1:45.0 1 2 3 4 5 9 8 7 611103x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-9-8 13-9-8 8-7-0 8-7-0 13-9-8 5-2-8 0-0-47-1-142-9-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.20 0.16 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-9-8. (lb) - Max Horz 1=190(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 9=-142(LC 6), 7=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=465(LC 1), 9=449(LC 10), 7=404(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-282/182 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, 6, 8 except (jt=lb) 9=142, 7=121. 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 19,2019 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 14_Shadow_Wood Truss V02 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496932 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-o76M9aGUcy?5MNnMfcX5xYXpychwFCP1z3kAkjz4koe Scale = 1:39.0 1 2 3 4 5 9 8 7 610113x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-2 12-7-2 7-4-10 7-4-10 12-7-2 5-2-8 0-0-46-1-141-9-1210.00 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 0.39 0.13 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-2. (lb) - Max Horz 1=156(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-124(LC 6), 7=-135(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=464(LC 1), 9=362(LC 10), 7=361(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, 6 except (jt=lb) 9=124, 7=135. 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 19,2019 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 14_Shadow_Wood Truss V03 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496933 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-o76M9aGUcy?5MNnMfcX5xYXp_ciZFEX1z3kAkjz4koe Scale = 1:32.6 1 2 3 4 5 9 8 7 63x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-11 11-4-11 6-2-3 6-2-3 11-4-11 5-2-8 0-0-45-1-140-9-1210.00 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 0.39 0.09 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-11. (lb) - Max Horz 1=121(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-113(LC 6), 7=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=289(LC 1), 9=296(LC 10), 7=306(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, 6 except (jt=lb) 9=113, 7=142. 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 19,2019 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 14_Shadow_Wood Truss V04 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496934 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-GJfkNvG6NG7y_XMZDJ2KUm3?g00W_hQACjUjH9z4kod Scale = 1:27.8 1 2 3 43x8 5x6 3x8 2x4 9-11-10 9-11-10 4-11-13 4-11-13 9-11-10 4-11-13 0-0-44-1-140-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.24 0.08 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: 24 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=193/9-11-10, 3=193/9-11-10, 4=351/9-11-10 Max Horz 1=90(LC 5) Max Uplift 1=-18(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 19,2019 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 14_Shadow_Wood Truss V05 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496935 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-lVD6aFHk8aFpchwln1ZZ0zc9EQMUj9GKRNDHpcz4koc Scale = 1:21.4 1 2 3 4 2x4 3x4 2x4 2x4 7-6-13 7-6-13 3-9-7 3-9-7 7-6-13 3-9-7 0-0-43-1-140-0-410.00 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 0.41 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=159/7-6-13, 3=159/7-6-13, 4=242/7-6-13 Max Horz 1=-68(LC 4) Max Uplift 1=-23(LC 7), 3=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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 19,2019 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 14_Shadow_Wood Truss V06 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496936 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-lVD6aFHk8aFpchwln1ZZ0zcDsQOjj9bKRNDHpcz4koc Scale = 1:15.7 1 2 3 4 2x4 3x4 2x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-0-42-1-140-0-410.00 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 0.18 0.11 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 5-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=104/5-2-0, 3=104/5-2-0, 4=159/5-2-0 Max Horz 1=44(LC 5) Max Uplift 1=-15(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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 19,2019 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 14_Shadow_Wood Truss V07 Truss Type Valley Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496937 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-DinUobIMvtNgDrVxKk4oZB9Qjpk4Sc8Tf1zqL2z4kob Scale = 1:8.5 1 2 3 2x4 2x4 2x4 2-9-4 2-9-4 1-4-10 1-4-10 2-9-4 1-4-10 0-0-41-1-140-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-9-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=88/2-9-4, 3=88/2-9-4 Max Horz 1=-21(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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 19,2019 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 14_Shadow_Wood Truss V08 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496938 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-DinUobIMvtNgDrVxKk4oZB9GnpfnSYITf1zqL2z4kob Scale = 1:53.5 1 2 3 4 5 6 11 10 9 8 7 2x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-0-0 18-0-0 18-0-0 18-0-0 0-0-49-0-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-4], [6:0-2-9,Edge], [7:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.68 0.44 0.31 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: 49 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. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 18-0-0. (lb) - Max Horz 1=275(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=537(LC 1), 9=409(LC 1), 11=474(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-268/102, 2-11=-326/155 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) 7, 8, 9, 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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 19,2019 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 14_Shadow_Wood Truss V09 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496939 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-huLs?xJ_gBVXr?48uRb15OhVyD1tB1CduhiOtUz4koa Scale = 1:43.9 1 2 3 4 7 6 5893x8 3x6 2x4 2x4 2x4 2x4 2x4 14-8-0 14-8-0 0-0-47-4-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.26 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: 46 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. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-0. (lb) - Max Horz 1=220(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=463(LC 1), 7=507(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-343/183 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) 5, 6, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss V10 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496940 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-huLs?xJ_gBVXr?48uRb15OhZUD3OB27duhiOtUz4koa Scale = 1:33.9 1 2 3 4 7 6 5893x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-0 11-4-0 0-0-45-8-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.16 0.08 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 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. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-4-0. (lb) - Max Horz 1=167(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=419(LC 1), 7=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-268/148 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) 5, 6, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss V11 Truss Type Valley Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496941 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-94vFDHJcRVeOT9fKS97GecEfMdMiwWpm7LSxQwz4koZ Scale = 1:24.6 1 2 3 5 42x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.48 0.28 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=102/7-11-8, 4=120/7-11-8, 5=372/7-11-8 Max Horz 1=117(LC 5) Max Uplift 4=-11(LC 5), 5=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-279/191 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) 4, 5. 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 19,2019 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 14_Shadow_Wood Truss V12 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496942 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-dHTdQdKFComF4IEW0seVBpnsL1j6fzOvL?BUyNz4koY Scale = 1:13.8 1 2 3 4 2x4 3x4 2x4 2x4 7-3-9 7-3-9 3-7-12 3-7-12 7-3-9 3-7-12 0-0-41-9-140-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=129/7-3-9, 3=129/7-3-9, 4=252/7-3-9 Max Horz 1=-16(LC 4) Max Uplift 1=-19(LC 6), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss V13 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496943 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:52:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-dHTdQdKFComF4IEW0seVBpntg1jefz7vL?BUyNz4koY Scale = 1:18.0 1 2 3 4 3x12 3x6 3x12 2x4 10-4-12 10-4-12 5-2-6 5-2-6 10-4-12 5-2-6 0-0-42-7-30-0-46.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-5-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.32 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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=161/10-4-12, 3=161/10-4-12, 4=409/10-4-12 Max Horz 1=-23(LC 4) Max Uplift 1=-17(LC 6), 3=-20(LC 7), 4=-3(LC 6) Max Grav 1=165(LC 10), 3=165(LC 11), 4=409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss V14 Truss Type GABLE Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496944 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:53:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-5T1?dzLtz6u6iSpjZa9kj1J?jR1qOPz3afx2Upz4koX Scale = 1:21.5 1 2 3 43x12 3x8 3x12 2x4 12-7-12 12-7-12 6-3-14 6-3-14 12-7-12 6-3-14 0-0-43-1-150-0-46.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-5-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.49 0.37 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=200/12-7-12, 3=200/12-7-12, 4=510/12-7-12 Max Horz 1=-28(LC 4) Max Uplift 1=-21(LC 6), 3=-25(LC 7), 4=-3(LC 6) Max Grav 1=205(LC 10), 3=205(LC 11), 4=510(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-291/100 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 4% 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, 3, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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 14_Shadow_Wood Truss V15 Truss Type Valley Qty 1 Ply 1 14 Shadow Wood Job Reference (optional) I37496945 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:53:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-5T1?dzLtz6u6iSpjZa9kj1J30R_GOQ73afx2Upz4koX Scale: 1"=1' 1 2 3 2x4 2x4 2x4 5-11-12 5-11-12 2-11-14 2-11-14 5-11-12 2-11-14 0-0-41-5-150-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.53 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=202/5-11-12, 3=202/5-11-12 Max Horz 1=-12(LC 4) Max Uplift 1=-10(LC 6), 3=-10(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 19,2019 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 14_Shadow_Wood Truss V16 Truss Type GABLE Qty 2 Ply 1 14 Shadow Wood Job Reference (optional) I37496946 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jun 19 10:53:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Q4KxiIFaJSex7FRm0iuNM6y94Me-ZfbNrJMVkQ0zKcOv7Hg_GEsDAqP67tcCpIgb0Fz4koW Scale = 1:18.0 1 2 3 4 3x12 3x6 3x12 2x4 10-4-12 10-4-12 5-2-6 5-2-6 10-4-12 5-2-6 0-0-42-7-30-0-46.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-5-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.32 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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=161/10-4-12, 3=161/10-4-12, 4=409/10-4-12 Max Horz 1=-23(LC 4) Max Uplift 1=-17(LC 6), 3=-20(LC 7), 4=-3(LC 6) Max Grav 1=165(LC 10), 3=165(LC 11), 4=409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 19,2019 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