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HomeMy WebLinkAboutI36598722.9_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). April 2,2019 Garcia, Juan Pages or sheets covered by this seal: I36598722 thru I36598802 My license renewal date for the state of Indiana is July 31, 2020. 9_Shadow_Wood Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 9 Shadow Wood 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE01 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598722 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-17ffPLfubM7?a8yKGijGc2PHipQiJxSGV9_NHPzV0wa Scale = 1:61.0 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 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 35 36 373839 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 4x6 2x4 2x4 2-0-0 3-0-08-5-8 8-5-8 10-5-8 2-0-0 18-11-0 8-5-8 -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)-- [38:0-0-0,0-1-4], [39:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.24 0.12 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: 308 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* 2-34,16-18: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 35, 36, 37 REACTIONS.All bearings 18-11-0. (lb) - Max Horz 34=219(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 30, 31, 32, 24, 23, 22, 21, 20 except 34=-136(LC 4), 18=-114(LC 5), 33=-166(LC 5), 19=-151(LC 4) Max Grav All reactions 250 lb or less at joint(s) 34, 18, 27, 28, 30, 31, 32, 33, 24, 23, 22, 21, 20, 19, 26, 25 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 30, 31, 32, 24, 23, 22, 21, 20 except (jt=lb) 34=136, 18=114, 33=166, 19=151. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE02 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598723 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-VJD1dhgXMgFsCIWWpPEV8GyTCDmr2QbPkpkwpszV0wZ Scale = 1:34.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 2x4 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1313-11-0 13-11-0 -0-11-0 0-11-0 5-3-7 5-3-7 8-7-9 3-4-2 13-11-0 5-3-7 14-10-0 0-11-0 1-3-05-6-15-7-141-3-05-6-110.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-1], [10:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 26=-136(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 16, 21, 23, 24, 25, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 16, 21, 23, 24, 25, 19, 18, 17. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598724 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RiLo2NhnuHVZRbgvxqHzEh1gA0KBWD3iB6D1ukzV0wX Scale = 1:53.9 Sheet Front Left Option 7-5-6 1 Ply 7/16OSB8 1 2 3 4 6 7 8 9 5 13 12 11 10 39 5x10 MT18HS 5x12 5x6 2x4 4x8 4x10 10x10 3x4 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x8 0-1-130-4-8 0-4-8 7-5-6 7-0-14 7-9-0 0-3-10 7-10-12 0-1-12 8-10-12 1-0-0 12-0-6 3-1-9 13-2-3 1-1-14 21-8-0 8-5-13 -0-11-0 0-11-0 7-8-15 7-8-15 7-9-0 0-0-1 7-11-8 0-2-8 8-10-12 0-11-4 12-0-6 3-1-9 13-2-3 1-1-14 14-8-8 1-6-4 17-2-3 2-5-11 21-8-0 4-5-13 22-7-0 0-11-0 0-10-67-2-08-3-131-3-01-0-08-2-010.00 12 Plate Offsets (X,Y)-- [2:0-5-13,Edge], [4:0-4-11,0-2-14], [4:0-0-0,0-1-6], [6:0-4-0,0-1-4], [13:0-0-0,0-1-12], [14:0-2-0,0-0-4], [19:0-4-0,0-0-9], [31:0-0-3,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.68 0.52 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 10-11 10-11 2 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-10,13-14,14-31,31-32: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)2=761/0-3-8, 12=445/0-3-8, 10=794/0-3-8 Max Horz 2=-183(LC 4) Max Uplift 2=-202(LC 6), 12=-121(LC 4), 10=-114(LC 7) Max Grav 2=761(LC 1), 12=530(LC 11), 10=794(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-656/269, 6-7=-642/233, 7-8=-280/105, 8-10=-321/125, 4-5=-363/238, 5-6=-439/214 BOT CHORD 2-13=-144/411, 12-13=-495/143, 5-13=-242/253, 10-11=-40/513 WEBS 11-13=-129/514, 7-10=-534/111 NOTES-(15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 4 = 4%, joint 4 = 4% 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=202, 12=121, 10=114. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 14) 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 April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE03 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598724 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:56 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RiLo2NhnuHVZRbgvxqHzEh1gA0KBWD3iB6D1ukzV0wX 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE04 Truss Type GABLE COMMON Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598725 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-RiLo2NhnuHVZRbgvxqHzEh1oG0RJWKciB6D1ukzV0wX Scale = 1:19.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 2x4 3x4 4x6 2x4 2x4 2x4 2x4 2x4 0-1-134-0-0 4-0-0 -0-11-0 0-11-0 2-6-0 2-6-0 4-0-0 1-6-0 1-3-03-2-33-4-03-2-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-0-0. (lb) - Max Horz 9=97(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 except 8=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6 except (jt=lb) 8=113. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE05 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598726 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vuuAFjiPfbdQ3lF5VYoCmuazPQorFnsrQmybQBzV0wW Scale = 1:20.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 11 10 9 8 7 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 6-3-8 6-3-8 0-10-03-5-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-3-8. (lb) - Max Horz 11=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 8, 9, 10. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss GE06 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598727 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 16:59:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-rH0wgOkfBCu8I3PUcyqgrJfCdEIDjbI8u4RhU3zV0wU Scale = 1:74.8 Sheet Front Right Option 7-6-0 1 Ply 7/16OSB8 1 2 3 4 5 6 78 20 19 18 17 15 14 13 12 11 10 9 16 4x6 5x8 3x6 3x4 3x8 3x4 3x4 3x6 5x8 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-6-0 10-8-9 10-8-9 17-2-7 6-5-14 18-11-0 1-8-9 20-5-0 1-6-0 27-11-0 7-6-0 -0-11-0 0-11-0 5-6-0 5-6-0 9-5-8 3-11-8 10-8-9 1-3-1 17-2-7 6-5-14 22-5-0 5-2-8 27-11-0 5-6-0 28-10-0 0-11-0 1-3-010-2-21-3-010-2-210.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-8], [38:0-1-9,0-1-0], [40:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.60 0.82 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.04 (loc) 19-20 19-20 9 l/defl >801 >321 n/a L/d 240 180 n/a PLATES MT20 Weight: 375 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,2-20,7-9: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 3-20, 6-9 REACTIONS.All bearings 9-3-8 except (jt=length) 20=0-3-8, 16=0-3-8. (lb) - Max Horz 20=-244(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 10, 16 except 9=-132(LC 7), 15=-467(LC 1) Max Grav All reactions 250 lb or less at joint(s) 15, 14, 13, 12, 11, 10 except 20=1076(LC 1), 9=953(LC 1), 16=636(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-446/101, 3-4=-960/211, 4-5=-660/208, 5-6=-853/232, 6-7=-309/190, 2-20=-442/127, 7-9=-357/184 BOT CHORD 19-20=-151/773, 17-19=-43/576, 16-17=-16/689, 15-16=-16/689, 14-15=-16/689, 13-14=-16/689, 12-13=-16/689, 11-12=-16/689, 10-11=-16/689, 9-10=-16/689 WEBS 4-19=-22/277, 3-20=-738/84, 6-9=-764/16 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10, 16 except (jt=lb) 9=132, 15=467. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) 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.).April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J01 Truss Type JACK-CLOSED Qty 35 Ply 1 9 Shadow Wood Job Reference (optional) I36598728 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KTaJtkkHyW0?wD_gAgLvOXCTUepPS8yI6kBF1WzV0wT Scale = 1:26.0 1 2 3 5 4 2x4 3x4 3x4 2x4 -0-11-0 0-11-0 4-0-0 4-0-0 1-3-04-7-04-3-80-3-84-7-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.21 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-3-8, 4=139/0-1-8 Max Horz 5=135(LC 5) Max Uplift 5=-12(LC 6), 4=-59(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J01A Truss Type JACK-CLOSED Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598729 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-of8h54lwjq8sXNZskNs8xkkft18OBbBRLOwoZyzV0wS Scale = 1:26.0 1 2 3 4 8 7 6 5 2x4 3x4 2x4 2x4 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 1-3-04-7-03-7-80-11-83-11-00-8-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=221/0-3-8, 5=139/0-1-8 Max Horz 8=126(LC 5) Max Uplift 8=-11(LC 6), 5=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J02 Truss Type HALF HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598730 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-k2GRWmnAEROangiFrovc09q?NrpsfVhkoiPvdqzV0wQ Scale = 1:25.6 1 2 3 4 8 7 6 5 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-10-12 1-7-4 4-0-0 0-1-4 1-3-04-5-153-6-70-11-83-9-150-8-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=221/0-3-8, 5=139/0-1-8 Max Horz 8=126(LC 5) Max Uplift 8=-11(LC 6), 5=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J03 Truss Type HALF HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598731 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-CEppj6oo?lWROqHRPWQrYNMAGFAQOyxt1M9SAHzV0wP Scale = 1:21.3 1 2 3 4 5 9 8 7 6 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 0-1-102-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 2-10-12 0-7-4 4-0-0 1-1-4 1-3-03-6-53-7-152-6-130-11-82-10-50-8-03-6-510.00 12 Plate Offsets (X,Y)-- [4:0-2-0,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 0.16 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 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: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=221/0-3-8, 6=139/0-1-8 Max Horz 9=99(LC 5) Max Uplift 9=-23(LC 6), 6=-42(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J04 Truss Type HALF HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598732 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-gRNCwSoQm2eI0_sezDx45avLHfWX7PB1G0u0ijzV0wO Scale = 1:17.1 1 2 3 4 5 9 8 7 6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-102-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 1-10-12 1-10-12 2-3-8 0-4-12 4-0-0 1-8-8 1-3-02-8-52-9-151-8-130-11-82-0-50-8-02-8-510.00 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x3 SPF No.2 WEBS 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=221/0-3-8, 6=139/0-1-8 Max Horz 9=74(LC 5) Max Uplift 9=-29(LC 6), 6=-31(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598733 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-8dxa8op2XMm9e8RqWxSJeoSU32tlssRAVgeZE9zV0wN Scale = 1:12.8 1 2 5 3 4 2x4 3x4 2-1-15 2-0-6 -1-9-10 1-9-10 2-1-15 2-1-15 1-1-141-11-90-4-51-7-41-11-94.47 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=253/0-7-13, 3=17/Mechanical, 4=7/Mechanical Max Horz 5=68(LC 6) Max Uplift 5=-72(LC 4), 3=-35(LC 9) Max Grav 5=253(LC 1), 3=17(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 27 lb up at 2-1-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-3(B) April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J06 Truss Type JACK-OPEN Qty 2 Ply 1 9 Shadow Wood Job Reference (optional) I36598734 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5?3KZTrJ3z0stRbCeLUojDXsdsYAKmwTy_7gJ2zV0wL Scale = 1:12.9 1 2 5 3 4 3x8 2-9-8 2-9-8 -0-11-0 0-11-0 2-9-8 2-9-8 0-10-01-11-151-7-91-11-155.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=180/0-3-8, 3=64/Mechanical, 4=26/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-31(LC 6), 3=-28(LC 6) Max Grav 5=180(LC 1), 3=64(LC 1), 4=48(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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J07 Truss Type HALF HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598735 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZCdimprxqH8jVbAPC301FQ30DGtW3DAcBetDrUzV0wK Scale = 1:25.6 1 2 3 5 4 3x4 2x4 3x4 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-0 0-11-0 3-10-12 3-10-12 4-0-0 0-1-4 1-3-04-5-154-2-70-3-84-5-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.21 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-3-8, 4=139/0-1-8 Max Horz 5=135(LC 5) Max Uplift 5=-12(LC 6), 4=-59(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss J08 Truss Type HALF HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598736 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1OB5_9sZbbGa6llblmXGoecCdgD5ogFmPIcnNwzV0wJ Scale = 1:21.3 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-102-10-12 2-10-12 4-0-0 1-1-4 -0-11-0 0-11-0 2-10-12 2-10-12 4-0-0 1-1-4 1-3-03-6-53-7-153-2-130-3-83-6-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.10 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=221/0-3-8, 5=139/0-1-8 Max Horz 7=107(LC 5) Max Uplift 7=-24(LC 6), 5=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598737 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ValTBVtBMuORkvKnJU2VLr9Gu3OpX6gveyMKwNzV0wI Scale = 1:14.5 1 2 3 4 53x4 3x4 2x4 2x4 5-8-8 5-8-8 5-8-8 5-8-8 0-3-141-11-143.50 12 Plate Offsets (X,Y)-- [1:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.58 0.77 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.00 (loc) 1-3 1-3 3 l/defl >999 >454 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS.(lb/size)1=574/0-3-8, 3=484/0-3-8 Max Horz 1=52(LC 4) Max Uplift 1=-39(LC 3), 3=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 lb down and 20 lb up at 1-5-12, and 310 lb down and 20 lb up at 3-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-310(F) 5=-310(F) April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T02 Truss Type COMMON Qty 2 Ply 1 9 Shadow Wood Job Reference (optional) I36598739 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oxg6fuyai2HS4_M7DSg87KxNmuvcgGnxFYYCfTzV0wB Scale = 1:43.8 1 2 3 4 5 8 7 6 3x4 3x4 3x8 4x6 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)8=609/0-3-8, 6=609/0-3-8 Max Horz 8=-170(LC 4) Max Uplift 8=-49(LC 6), 6=-49(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/88, 3-4=-537/88, 2-8=-545/113, 4-6=-545/113 BOT CHORD 7-8=-211/262 WEBS 3-7=0/272 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T03 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598740 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-G7DUsEzCTMPIi8xKn9BNfXUYeIAOPcz5UBIlCvzV0wA Scale = 1:52.6 1 2 3 4 5 6 7 8 9 13 12 11 10 4x8 4x8 4x10 5x6 2x4 2x4 5x6 5x12 5x8 3x4 3x4 0-1-130-4-8 0-4-8 7-9-0 7-4-8 7-10-12 0-1-12 8-10-12 1-0-0 12-0-6 3-1-9 21-8-0 9-7-10 -0-11-0 0-11-0 7-9-0 7-9-0 8-10-12 1-1-12 12-0-6 3-1-9 17-2-3 5-1-14 21-8-0 4-5-13 22-7-0 0-11-0 0-10-68-1-99-3-61-3-01-0-09-1-910.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-4], [5:0-4-0,0-1-4], [6:0-4-0,0-1-4], [13:0-6-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.60 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.02 (loc) 10-11 10-11 2 l/defl >881 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-10: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size)2=641/0-3-8, 12=449/0-3-8, 10=750/0-3-8 Max Horz 2=-205(LC 4) Max Uplift 2=-155(LC 6), 12=-20(LC 4), 10=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-529/217, 4-5=-497/367, 5-6=-347/205, 6-7=-553/208, 7-8=-331/67, 8-10=-313/96 BOT CHORD 2-13=-143/309, 12-13=-444/22, 4-13=-387/257, 10-11=-28/477 WEBS 11-13=-71/375, 5-13=-376/265, 5-11=-132/275, 7-10=-468/126 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 2=155. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T03A Truss Type ROOF SPECIAL Qty 2 Ply 1 9 Shadow Wood Job Reference (optional) I36598741 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-CWLFHw?S?zf0xR5ivaDrkyZw75u9tXRNxVnsGozV0w8 Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 6x6 4x6 3x6 3x6 8x10 2x4 3x6 3x4 4x10 2x4 5x6 7-3-0 7-3-0 7-4-12 0-1-12 14-10-6 7-5-10 21-2-0 6-3-10 7-3-0 7-3-0 9-11-9 2-8-9 14-10-6 4-10-13 21-2-0 6-3-10 22-1-0 0-11-0 1-3-69-7-010-7-01-3-01-0-010.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.79 0.39 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 11-12 11-12 8 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)12=330/Mechanical, 10=768/0-3-8, 8=635/0-3-8 Max Horz 12=-261(LC 4) Max Uplift 12=-8(LC 7), 10=-68(LC 6), 8=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-572/252, 5-6=-587/75, 1-12=-256/52, 6-8=-579/97 BOT CHORD 11-12=-221/323, 10-11=-700/109, 2-11=-362/242 WEBS 3-11=-274/36, 3-9=-217/503, 5-9=-355/240 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T03B Truss Type ROOF SPECIAL Qty 2 Ply 1 9 Shadow Wood Job Reference (optional) I36598742 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-givdVG?5mGntZbfvSIl4HA65tVEOc_hXA9WPoEzV0w7 Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 6x6 4x6 3x6 3x6 8x10 2x4 3x6 3x4 4x10 2x4 5x6 7-3-0 7-3-0 7-4-12 0-1-12 14-10-6 7-5-10 21-2-0 6-3-10 7-3-0 7-3-0 9-11-9 2-8-9 14-10-6 4-10-13 21-2-0 6-3-10 22-1-0 0-11-0 1-3-69-7-010-7-01-3-01-0-010.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.79 0.39 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 11-12 11-12 8 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)12=330/0-1-8, 10=768/0-3-8, 8=635/0-3-8 Max Horz 12=-261(LC 4) Max Uplift 12=-8(LC 7), 10=-68(LC 6), 8=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-572/252, 5-6=-587/75, 1-12=-256/52, 6-8=-579/97 BOT CHORD 11-12=-221/323, 10-11=-700/109, 2-11=-362/242 WEBS 3-11=-274/36, 3-9=-217/503, 5-9=-355/240 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T05 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598743 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-d41Nwx1LIu1bovpHainYMbBTYJxU4y?qeT?Wt7zV0w5 Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 4x8 4x6 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 5x6 3x4 5x6 6-3-5 6-3-5 12-4-2 6-0-13 15-6-14 3-2-12 21-7-11 6-0-13 27-11-0 6-3-5 -0-11-0 0-11-0 6-3-5 6-3-5 12-4-2 6-0-13 15-6-14 3-2-12 21-7-11 6-0-13 27-11-0 6-3-5 28-10-0 0-11-0 1-3-011-6-71-3-011-6-710.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [9:0-2-12,0-1-8], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.65 0.35 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.14 0.03 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13,6-13: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 5-13, 7-13 REACTIONS.(lb/size)17=1169/0-3-8, 11=1169/0-3-8 Max Horz 17=276(LC 5) Max Uplift 17=-66(LC 6), 11=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1279/135, 4-5=-1010/214, 5-6=-680/214, 6-7=-1011/214, 7-9=-1279/135, 2-17=-1108/142, 9-11=-1107/142 BOT CHORD 16-17=-272/323, 15-16=-81/896, 13-15=-23/679, 12-13=0/895 WEBS 4-15=-324/163, 5-15=-62/336, 6-13=-55/337, 7-13=-323/162, 2-16=0/727, 9-12=0/726 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T05A Truss Type COMMON Qty 2 Ply 1 9 Shadow Wood Job Reference (optional) I36598744 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZT98Kd3bqVHJ1Czgh7p0R0Hmk6ZKYla65nUdy?zV0w3 Scale = 1:77.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 4x6 3x6 3x6 3x4 3x6 3x4 3x6 3x8 4x8 4x8 3x8 9-4-8 9-4-8 18-6-8 9-2-0 27-11-0 9-4-8 -0-11-0 0-11-0 7-1-0 7-1-0 13-11-8 6-10-8 20-10-0 6-10-8 27-11-0 7-1-0 28-10-0 0-11-0 1-3-012-10-91-3-010.00 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-AS 0.86 0.58 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.04 (loc) 13-14 13-14 10 l/defl >999 >889 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,5-13: 2x4 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-11, 5-13, 4-14, 6-10 REACTIONS.(lb/size)14=1169/0-3-8, 10=1169/0-3-8 Max Horz 14=-306(LC 4) Max Uplift 14=-69(LC 6), 10=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-500/199, 4-5=-1153/275, 5-6=-1153/275, 6-8=-500/199, 2-14=-501/199, 8-10=-501/199 BOT CHORD 13-14=-63/872, 11-13=0/615, 10-11=0/872 WEBS 5-11=-138/503, 6-11=-304/260, 5-13=-138/503, 4-13=-304/259, 4-14=-823/0, 6-10=-823/0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T06 Truss Type COMMON Qty 3 Ply 1 9 Shadow Wood Job Reference (optional) I36598745 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1fiWYz3DbpPAfMYsFrKF_DpxUWuZHBJGKREAURzV0w2 Scale = 1:77.9 1 2 3 4 5 6 7 8 13 12 11 10 9 3x6 4x6 3x6 3x6 3x4 3x6 3x4 3x6 3x8 4x8 4x8 3x8 9-4-8 9-4-8 18-6-8 9-2-0 27-11-0 9-4-8 -0-11-0 0-11-0 7-1-0 7-1-0 13-11-8 6-10-8 20-10-0 6-10-8 27-11-0 7-1-0 1-3-012-10-91-3-010.00 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-AS 0.86 0.58 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.04 (loc) 9-10 9-10 9 l/defl >999 >889 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-10,5-12: 2x4 SPF No.2, 2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-10, 5-12, 4-13, 6-9 REACTIONS.(lb/size)13=1170/0-3-8, 9=1104/0-3-8 Max Horz 13=316(LC 5) Max Uplift 13=-69(LC 6), 9=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-500/199, 4-5=-1155/275, 5-6=-1159/276, 6-8=-464/159, 2-13=-501/199, 8-9=-408/137 BOT CHORD 12-13=-73/874, 10-12=0/616, 9-10=0/878 WEBS 5-10=-139/510, 6-10=-311/261, 5-12=-139/503, 4-12=-304/260, 4-13=-825/0, 6-9=-863/2 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T06A Truss Type COMMON Qty 3 Ply 1 9 Shadow Wood Job Reference (optional) I36598746 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-z2qGzf5U6QfuugiFNGNj3evFJKY7l7jZnljHYKzV0w0 Scale = 1:82.5 1 2 3 4 5 6 10 9 8 7 3x6 4x10 3x6 3x6 3x4 3x4 3x8 5x6 3x8 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 7-1-0 7-1-0 13-11-8 6-10-8 20-11-0 6-11-8 1-3-012-10-97-1-010.00 12 Plate Offsets (X,Y)-- [5:0-6-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.90 0.76 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.02 (loc) 7-9 7-9 7 l/defl >998 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 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* 4-9,4-10: 2x3 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9, 4-10, 5-7 REACTIONS.(lb/size)10=890/0-3-8, 7=823/0-3-8 Max Horz 10=388(LC 5) Max Uplift 10=-51(LC 6), 7=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-477/186, 4-5=-721/219, 5-6=-163/255, 2-10=-485/192 BOT CHORD 9-10=-176/586, 7-9=-96/310 WEBS 4-9=-318/250, 5-9=-88/568, 4-10=-444/34, 5-7=-594/121 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T07 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598747 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-vRy1OL6ke1wc8_rdUhPB83_cj7AvDyvsF3COdDzV0w_ Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 122526 5x6 3x6 5x6 8x8 3x4 4x6 5x12 8x16 3x4 3x16 MT18HS 3x8 2x4 3x8 6x8 2x4 3x8 2x4 3x8 3x4 6x10 5x6 3x8 MT18HS 0-1-152-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 17-6-10 4-10-10 24-4-8 6-9-14 31-1-2 6-8-10 37-11-0 6-9-14 45-7-8 7-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 13-0-0 0-4-0 17-6-10 4-6-10 24-4-8 6-9-14 31-1-2 6-8-10 37-11-0 6-9-14 45-7-8 7-8-8 0-10-06-1-16-3-03-0-70-8-06-1-15.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-1-12], [18:0-2-8,0-3-0], [22:0-4-8,0-3-4], [24:0-1-12,0-0-0], [24:Edge,0-5-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.84 1.00 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.94 0.35 (loc) 16-18 16-18 12 l/defl >999 >580 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-13,18-20,2-24,2-22: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-6 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-13, 11-12 REACTIONS.(lb/size)24=1987/0-3-8, 12=1975/0-3-8 Max Horz 24=92(LC 5) Max Uplift 24=-77(LC 4), 12=-79(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4513/479, 3-4=-5004/608, 4-5=-3819/438, 5-6=-3425/420, 6-7=-3951/457, 7-9=-3951/457, 9-10=-2180/294, 10-11=-2444/277, 11-12=-1906/233, 2-24=-1912/251 BOT CHORD 23-24=-65/484, 21-22=-363/4040, 20-21=-363/4040, 5-20=-87/1229, 18-19=-31/340, 16-18=-274/3722, 15-16=-241/3515, 13-15=-241/3515 WEBS 4-22=-145/624, 4-21=0/279, 4-20=-669/131, 6-18=-290/110, 6-16=-37/411, 7-16=-410/135, 9-16=-60/609, 9-15=0/302, 9-13=-1799/155, 10-13=0/577, 11-13=-148/2259, 18-20=-245/3415, 6-20=-594/64, 2-22=-363/3580 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T08 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598748 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-sp4np08_AfAJNH?0c5RfEU3xCxtohqZ8iNhVg5zV0vy Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 5x12 3x8 3x6 8x8 3x4 8x16 8x16 3x4 3x6 3x6 4x6 3x4 3x4 3x6 3x8 2x4 5x12 8x10 10x16 6x10 5x12 3x6 5x8 0-1-152-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 17-0-0 4-4-0 25-8-8 8-8-8 26-9-0 1-0-8 33-11-0 7-2-0 45-7-8 11-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 17-0-0 4-4-0 25-8-8 8-8-8 26-9-0 1-0-8 33-11-0 7-2-0 39-8-0 5-9-0 45-7-8 5-11-8 0-10-07-9-17-11-03-0-73-0-00-8-00-8-07-9-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-12], [3:0-1-12,0-0-12], [7:0-6-0,0-1-5], [11:0-5-6,Edge], [19:0-6-0,0-4-8], [20:Edge,0-2-8], [27:Edge,0-5-11], [27:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.91 0.91 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.46 -1.24 0.62 (loc) 20 20-21 14 l/defl >999 >440 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SP 2400F 2.0E, 10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-26: 2x4 SP 2400F 2.0E, 23-25: 2x4 SPF 2100F 1.8E 6-22,8-20,9-17: 2x3 SPF No.2, 18-19: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 13-14,2-25: 2x4 SPF No.2, 12-14: 2x4 SPF-S Stud 2-27: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-21, 11-15, 12-14 REACTIONS.(lb/size)27=1878/0-3-8, 14=1813/0-3-8 Max Horz 27=97(LC 6) Max Uplift 27=-99(LC 6), 14=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4015/466, 3-4=-4611/611, 4-6=-3503/460, 6-7=-3417/513, 7-8=-4837/589, 8-9=-4583/553, 9-11=-4585/556, 11-12=-2349/339, 2-27=-1771/254 BOT CHORD 26-27=-80/598, 24-25=-384/3780, 23-24=-384/3779, 21-22=-51/303, 8-19=0/466, 18-19=-361/4848, 9-18=-290/59, 14-15=-163/1747 WEBS 4-24=0/295, 4-23=-729/133, 21-23=-127/2317, 7-23=-181/1077, 7-21=-1170/191, 19-21=-198/2696, 7-19=-208/2515, 8-18=-862/114, 15-18=-124/2290, 11-18=-253/2898, 11-15=-1027/136, 12-15=0/601, 12-14=-2223/290, 2-25=-331/2995, 4-25=-142/512 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T09 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598749 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-kbJIeOBVEtglsvJnrxWbOKEdsYEWde3kd?fipszV0vu Scale = 1:88.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x12 8x8 3x6 8x8 3x4 8x16 8x16 3x4 3x6 3x6 4x6 12x12 3x4 3x4 3x6 3x8 2x4 4x6 5x12 8x10 8x10 3x6 3x8 3x6 5x8 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-11-7 4-3-7 21-0-0 4-0-10 25-8-8 4-8-8 26-9-0 1-0-8 29-11-0 3-2-0 37-4-6 7-5-7 45-7-8 8-3-1 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 16-11-7 4-3-7 21-0-0 4-0-10 25-8-8 4-8-8 26-9-0 1-0-8 29-11-0 3-2-0 37-4-6 7-5-7 45-7-8 8-3-1 0-10-09-5-19-7-03-0-73-0-00-8-00-8-09-5-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-12], [3:0-1-12,0-0-12], [8:0-6-0,0-1-5], [14:0-3-0,0-1-8], [16:0-2-8,0-1-8], [21:0-6-0,0-4-8], [22:Edge,0-2-8], [23:0-6-0,0-2-0], [29:Edge,0-5-11] , [29:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.92 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -1.07 0.54 (loc) 22 22-23 15 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-27: 2x4 SPF 2100F 1.8E, 6-24,9-22,10-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 11-18,2-27: 2x4 SPF No.2, 2-29: 2x4 SPF 2100F 1.8E 14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-14 max.): 8-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 11-18, 12-18, 14-15, 7-23, 8-23 REACTIONS.(lb/size)29=1878/0-3-8, 15=1813/0-3-8 Max Horz 29=113(LC 6) Max Uplift 29=-118(LC 6), 15=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4120/502, 3-4=-4606/633, 4-6=-3506/483, 6-7=-3469/545, 7-8=-2768/485, 8-9=-3394/480, 9-10=-3237/460, 10-11=-3232/461, 11-12=-2295/387, 12-14=-2282/326, 2-29=-1789/264, 14-15=-1731/259 BOT CHORD 28-29=-85/541, 26-27=-406/3778, 25-26=-406/3778, 23-24=-52/304, 9-21=-17/529, 20-21=-198/3401, 16-18=-163/2029 WEBS 4-27=-147/513, 4-26=0/296, 4-25=-723/132, 23-25=-140/2278, 7-25=-201/1171, 21-23=-185/2746, 8-21=-54/1267, 9-20=-804/101, 18-20=-142/2804, 11-20=-160/2629, 11-18=-1802/115, 12-16=-510/167, 14-16=-192/2046, 2-27=-368/3155, 7-23=-953/237, 8-23=-412/45 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 29=118. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T10 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598750 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZkgZvRGGpjQvaqmxBCd?ebUeUzHI1O6d?w601WzV0vo Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 5x6 5x8 3x6 8x8 3x4 8x16 8x16 3x4 3x6 3x6 3x8 2x4 4x8 4x10 3x6 3x6 3x6 3x6 3x6 4x8 3x6 3x6 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-4 5-8-4 25-0-0 6-7-13 25-11-0 0-11-0 35-6-14 9-7-15 45-7-8 10-0-10 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-4 5-8-4 25-0-0 6-7-13 25-11-0 0-11-0 32-5-10 6-6-10 38-7-4 6-1-10 45-7-8 7-0-4 0-10-011-1-111-3-03-0-70-8-011-1-15.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [3:0-5-12,0-2-12], [20:0-2-8,0-2-0], [26:Edge,0-5-11], [26:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.90 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.33 (loc) 22-23 18-20 14 l/defl >999 >782 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E, 6-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,8-18,9-17,10-17,11-14,2-24: 2x4 SPF No.2 2-26: 2x4 SPF 2100F 1.8E, 13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-5 max.): 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-20, 7-18, 10-17, 10-15, 11-14 REACTIONS.(lb/size)26=1878/0-3-8, 14=1813/0-3-8 Max Horz 26=129(LC 6) Max Uplift 26=-133(LC 6), 14=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4120/523, 3-4=-4608/656, 4-6=-3506/507, 6-7=-3480/580, 7-8=-2124/420, 8-9=-1883/416, 9-10=-2113/416, 10-11=-2281/389, 2-26=-1789/273 BOT CHORD 25-26=-100/542, 23-24=-427/3778, 22-23=-427/3777, 20-21=-24/354, 18-20=-196/2451, 17-18=-74/1883, 15-17=-154/2065, 14-15=-184/1888 WEBS 4-24=-155/521, 4-23=0/299, 4-22=-720/130, 20-22=-173/2113, 7-22=-202/1194, 7-18=-945/194, 8-18=-112/653, 9-17=-37/472, 10-17=-410/145, 11-15=0/376, 11-14=-2336/282, 2-24=-384/3155 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 26=133. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598751 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-zJMiXTI86epTRHVWsKAiFE69kAJ_ElI3huKherzV0vl Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 8x8 3x4 8x16 8x16 3x4 3x6 3x6 3x8 2x4 4x8 4x10 3x8 3x6 3x6 3x6 4x8 3x6 3x8 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-5 5-8-5 25-5-8 7-1-3 35-5-4 9-11-12 45-7-8 10-2-4 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-5 5-8-5 25-5-8 7-1-3 32-1-5 6-7-13 38-9-3 6-7-13 45-7-8 6-10-5 0-10-011-5-53-0-70-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [3:0-5-12,0-2-12], [18:0-2-8,0-2-0], [24:Edge,0-5-11], [24:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.90 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.73 0.33 (loc) 20-21 14-16 13 l/defl >999 >745 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF 2100F 1.8E, 6-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,8-16,9-16,10-13,2-22: 2x4 SPF No.2, 2-24: 2x4 SPF 2100F 1.8E 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-18, 7-16, 9-16, 9-14, 10-13 REACTIONS.(lb/size)24=1878/0-3-8, 13=1813/0-3-8 Max Horz 24=131(LC 6) Max Uplift 24=-134(LC 6), 13=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4120/525, 3-4=-4608/659, 4-6=-3506/509, 6-7=-3480/582, 7-8=-2086/415, 8-9=-2080/417, 9-10=-2288/390, 2-24=-1789/274 BOT CHORD 23-24=-102/542, 21-22=-429/3778, 20-21=-429/3777, 18-19=-23/364, 16-18=-199/2448, 14-16=-154/2061, 13-14=-187/1875 WEBS 4-22=-156/523, 4-21=0/299, 4-20=-720/130, 18-20=-176/2099, 7-20=-201/1198, 7-16=-940/203, 8-16=-162/1140, 9-16=-448/149, 10-14=0/381, 10-13=-2337/291, 2-22=-386/3155 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 24=134. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598752 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wiUSy9KOeG3Bgbfv_lCALfBVE__SieoM9CpnijzV0vj Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 8x8 3x4 10x16 8x16 3x4 3x6 3x6 3x8 2x4 4x8 4x10 3x8 3x6 3x6 3x6 4x8 3x6 3x8 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-5 5-8-5 25-5-8 7-1-3 35-5-4 9-11-12 45-7-8 10-2-4 -0-11-0 0-11-0 2-3-8 2-3-8 7-11-7 5-7-15 12-8-0 4-8-9 18-4-5 5-8-5 25-5-8 7-1-3 32-1-5 6-7-13 38-9-3 6-7-13 45-7-8 6-10-5 0-10-011-5-53-0-70-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [18:0-2-8,0-2-0], [24:0-1-12,0-0-0], [24:Edge,0-5-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.92 0.90 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.73 0.33 (loc) 20-21 14-16 13 l/defl >999 >745 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF 2100F 1.8E, 6-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,8-16,9-16,10-13,2-22: 2x4 SPF No.2, 12-13: 2x4 SPF-S Stud 2-24: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-18, 7-16, 9-16, 9-14, 10-13 REACTIONS.(lb/size)24=1878/0-3-8, 13=1813/0-3-8 Max Horz 24=131(LC 6) Max Uplift 24=-134(LC 6), 13=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4120/525, 3-4=-4608/659, 4-6=-3506/509, 6-7=-3480/582, 7-8=-2086/415, 8-9=-2080/417, 9-10=-2288/390, 2-24=-1789/274 BOT CHORD 23-24=-102/542, 21-22=-429/3778, 20-21=-429/3777, 18-19=-23/364, 16-18=-199/2448, 14-16=-154/2061, 13-14=-187/1875 WEBS 4-22=-156/523, 4-21=0/299, 4-20=-720/130, 18-20=-176/2099, 7-20=-201/1198, 7-16=-940/203, 8-16=-162/1140, 9-16=-448/149, 10-14=0/381, 10-13=-2337/291, 2-22=-386/3155 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 24=134. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598753 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-s5bCNqLfAtJvwvoH5AFeQ4GstohsAXzfcWIunczV0vh Scale = 1:88.3 1 2 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 11 3x6 5x6 3x8 10x10 3x8 MT18HS 3x4 3x4 5x12 4x6 3x6 3x6 3x6 4x8 5x12 3x6 2x4 6x10 3x6 3x6 5x6 5x12 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 27-0-8 1-7-0 28-11-0 1-10-8 37-2-0 8-3-0 45-7-8 8-5-8 -0-11-0 0-11-0 8-7-8 8-7-8 17-0-8 8-5-0 25-5-8 8-5-0 27-0-8 1-7-0 28-11-0 1-10-8 37-2-0 8-3-0 45-7-8 8-5-8 0-10-011-5-53-0-73-0-05.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-1-12], [15:0-6-4,0-4-4], [16:0-2-0,0-0-8], [17:0-5-0,0-2-8], [18:Edge,0-2-8], [22:0-2-8,0-2-0], [23:0-2-9,0-1-1], [23:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.85 0.84 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.81 0.33 (loc) 19-20 19-20 11 l/defl >999 >670 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18,7-14: 2x3 SPF No.2, 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,10-11: 2x4 SPF No.2, 2-23: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 5-17, 7-17, 8-12 JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size)23=1880/0-3-8, 11=1809/0-3-8 Max Horz 23=132(LC 6) Max Uplift 23=-137(LC 6), 11=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3442/455, 3-5=-2879/449, 5-6=-2792/436, 6-7=-2759/461, 7-8=-3292/477, 8-10=-2300/345, 2-23=-1786/323, 10-11=-1728/271 BOT CHORD 22-23=-210/943, 20-22=-348/3079, 16-17=-168/2902, 15-16=-173/2936, 7-15=-40/683 WEBS 3-20=-601/137, 5-20=-456/121, 5-17=-284/156, 17-19=0/291, 6-17=-211/1736, 7-17=-918/174, 12-15=-200/2143, 8-15=0/961, 8-12=-1260/253, 2-22=-169/2143, 10-12=-206/2048, 17-20=-239/2677 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 23=137. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T14 Truss Type COMMON Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598754 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-oTjzoWNviUZd9CygDbH6VVLFubO9eVgx4qn?rVzV0vf Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 8x8 3x6 3x6 3x6 4x6 4x6 3x8 3x6 3x8 3x6 3x6 3x6 5x6 3x6 3x8 6-2-2 6-2-2 12-1-12 5-11-10 18-9-10 6-7-14 25-5-8 6-7-14 35-5-4 9-11-12 45-7-8 10-2-4 -0-11-0 0-11-0 6-2-2 6-2-2 12-1-12 5-11-10 18-9-10 6-7-14 25-5-8 6-7-14 32-1-5 6-7-13 38-9-3 6-7-13 45-7-8 6-10-5 0-10-011-5-53-0-75.00 12 Plate Offsets (X,Y)-- [16:0-2-8,0-1-8], [18:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:0-2-12,0-2-8], [20:0-1-10,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.69 0.79 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.06 (loc) 12-13 12-13 12 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-15,7-15,8-15,9-12: 2x4 SPF No.2, 2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18, 6-16, 8-15, 9-12 REACTIONS.(lb/size)20=370/0-3-8, 18=2052/0-3-8, 12=1272/0-3-8 Max Horz 20=131(LC 6) Max Uplift 20=-50(LC 6), 18=-115(LC 6), 12=-78(LC 7) Max Grav 20=411(LC 10), 18=2052(LC 1), 12=1272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/50, 3-5=-15/424, 5-6=-815/212, 6-7=-1024/285, 7-8=-1024/284, 8-9=-1451/284, 2-20=-352/117 BOT CHORD 19-20=-134/268, 18-19=-73/270, 16-18=-326/111, 15-16=0/682, 13-15=-45/1199, 12-13=-107/1238 WEBS 3-18=-584/123, 5-18=-1646/278, 5-16=-108/1317, 6-16=-729/144, 6-15=0/361, 7-15=-68/414, 8-15=-568/166, 8-13=0/302, 9-12=-1525/187 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12 except (jt=lb) 18=115. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T15 Truss Type ROOF SPECIAL Qty 3 Ply 1 9 Shadow Wood Job Reference (optional) I36598755 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ksrjDCO9E6pLOW62K0JaawRWQP5m6PiEX8G6wNzV0vd Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x8 5x12 5x6 3x6 3x6 3x6 3x6 3x8 3x6 3x8 3x6 4x8 6x6 4x6 3x6 3x6 8x8 8x8 3x6 3x6 8-4-11 8-4-11 16-6-13 8-2-3 25-5-8 8-10-11 32-1-6 6-7-14 38-9-4 6-7-14 44-8-14 5-11-10 50-11-0 6-2-2 8-4-11 8-4-11 16-6-13 8-2-3 25-5-8 8-10-11 32-1-6 6-7-14 38-9-4 6-7-14 44-8-14 5-11-10 50-11-0 6-2-2 51-10-0 0-11-0 2-10-147-8-1411-5-50-10-03.50 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [12:0-1-10,0-0-11], [12:0-2-12,0-2-8], [13:0-2-8,0-1-8], [14:0-2-8,0-2-0], [16:0-2-8,0-2-0], [19:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 1.00 0.65 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.51 0.07 (loc) 17-19 17-19 12 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-17,6-17: 2x4 SPF No.2, 1-22,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-19, 4-17, 6-16, 7-14 2 Rows at 1/3 pts 1-22 REACTIONS.(lb/size)22=1453/0-3-8, 14=2412/0-3-8 (req. 0-3-13), 12=249/0-3-8 Max Horz 22=-130(LC 7) Max Uplift 22=-94(LC 6), 14=-82(LC 7), 12=-74(LC 7) Max Grav 22=1453(LC 1), 14=2412(LC 1), 12=345(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2066/311, 3-4=-1961/342, 4-5=-1223/301, 5-6=-1193/311, 6-7=-831/220, 7-9=-26/703, 9-10=-222/259, 1-22=-1370/229, 10-12=-287/107 BOT CHORD 19-21=-139/1924, 17-19=-84/1810, 16-17=0/695, 14-16=-583/177, 12-13=-21/251 WEBS 3-21=-425/169, 4-19=0/394, 4-17=-1026/208, 5-17=-47/480, 6-17=-13/592, 6-16=-955/168, 7-16=-144/1669, 7-14=-1993/316, 9-14=-610/124, 9-13=0/265, 1-21=-212/1913, 10-13=-304/85 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T15A Truss Type ROOF SPECIAL Qty 3 Ply 1 9 Shadow Wood Job Reference (optional) I36598756 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-D2P5QYPn?PxC0ghFujqp77zmXpQMrocOmo0fSqzV0vc Scale = 1:99.6 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x8 5x12 5x8 3x6 4x6 4x8 3x4 3x8 3x6 4x8 8x10 4x10 3x6 3x8 3x6 4x8 8x8 3x6 3x6 8x8 3x6 3x6 5-5-0 5-5-0 5-6-12 0-1-12 14-3-0 8-8-4 21-10-9 7-7-10 21-11-13 0-1-4 30-10-8 8-10-11 39-10-7 8-11-15 44-2-4 4-3-13 47-6-15 3-4-11 56-4-0 8-9-1 -0-11-0 0-11-0 5-5-0 5-5-0 14-3-0 8-10-0 21-11-13 7-8-14 30-10-8 8-10-11 39-10-7 8-11-15 47-6-15 7-8-8 56-4-0 8-9-1 57-3-0 0-11-0 0-3-146-8-1410-5-511-5-50-10-01-0-03.50 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-9,Edge], [2:0-0-4,Edge], [13:Edge,0-5-11], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [20:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.66 0.75 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.10 (loc) 18-20 18-20 13 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-24,6-18,7-18,8-18: 2x4 SPF No.2, 11-13: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-24, 5-20, 6-18, 8-17, 11-14, 10-15 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=-132(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15 except 23=-157(LC 6) Max Grav All reactions 250 lb or less at joint(s) 2 except 23=1823(LC 1), 13=616(LC 11), 15=1976(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-2153/371, 6-7=-1461/333, 7-8=-1466/335, 8-10=-1035/234, 10-11=-663/120, 11-13=-530/171 BOT CHORD 23-24=-1735/300, 3-24=-501/192, 20-22=-151/2061, 18-20=-110/1999, 17-18=0/873, 15-17=-1125/203, 14-15=0/520, 13-14=-106/642 WEBS 22-24=-197/1972, 5-24=-2228/256, 6-20=0/354, 6-18=-995/202, 7-18=-41/601, 8-18=-1/576, 8-17=-976/200, 10-14=0/297, 10-17=-214/2277, 10-15=-2464/307 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15 except (jt=lb) 23=157. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T16 Truss Type Roof Special Qty 3 Ply 1 9 Shadow Wood Job Reference (optional) I36598757 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9RWsrER2W1BvFzrd08tHCY37Jc7dJm2hD6VmXizV0va Scale = 1:84.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 3x6 5x8 5x8 3x6 3x6 3x8 2x4 3x6 3x8 3x6 4x8 3x6 8x8 3x6 3x6 3x6 8x8 6-9-13 6-9-13 12-5-9 5-7-12 12-6-13 0-1-4 21-5-8 8-10-11 30-5-7 8-11-15 34-9-4 4-3-13 38-1-15 3-4-11 46-11-0 8-9-1 6-9-13 6-9-13 12-6-13 5-9-0 21-5-8 8-10-11 30-5-7 8-11-15 38-1-15 7-8-8 46-11-0 8-9-1 47-10-0 0-11-0 4-0-147-8-1411-5-50-10-03.50 12 5.00 12 Plate Offsets (X,Y)-- [10:Edge,0-5-11], [10:0-1-12,0-0-0], [11:0-2-8,0-1-8], [14:0-2-8,0-2-0], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.58 0.70 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.43 0.09 (loc) 15-17 15-17 10 l/defl >999 >971 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,4-15,5-15,2-19: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud 8-10: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 5-14, 7-12, 2-19, 8-11 REACTIONS.(lb/size)12=1694/0-3-8, 19=1424/0-3-8, 10=676/0-3-8 Max Horz 19=-137(LC 7) Max Uplift 12=-58(LC 7), 19=-83(LC 6), 10=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1701/319, 3-4=-1330/315, 4-5=-1337/317, 5-7=-1088/241, 7-8=-797/147, 8-10=-589/183 BOT CHORD 18-19=-67/1382, 17-18=-67/1382, 15-17=-56/1589, 14-15=0/922, 12-14=-706/149, 11-12=-18/644, 10-11=-111/664 WEBS 2-17=-2/294, 3-15=-644/152, 4-15=-26/522, 5-15=0/379, 5-14=-768/172, 7-12=-2109/261, 7-11=0/292, 2-19=-1767/198, 7-14=-160/1855 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 19, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T17 Truss Type COMMON Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598758 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dd4E2ZRgHKJmt7QqZrOWkmbGW0Tw2AvqSmEJ38zV0vZ Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x8 3x6 3x6 3x6 3x6 3x8 3x6 4x8 8x8 3x6 3x6 3x6 3x12 8x8 3x6 2x4 3x6 6-6-13 6-6-13 12-2-9 5-7-12 21-2-8 8-11-15 30-2-7 8-11-15 34-4-8 4-2-1 34-6-4 0-1-12 38-3-5 3-9-2 46-8-0 8-4-11 6-6-13 6-6-13 12-2-9 5-7-12 21-2-8 8-11-15 30-2-7 8-11-15 37-10-15 7-8-9 46-8-0 8-9-1 47-7-0 0-11-0 2-7-411-5-50-10-05.00 12 Plate Offsets (X,Y)-- [11:Edge,0-5-11], [11:0-1-12,0-0-0], [12:0-2-8,0-1-8], [15:0-2-8,0-2-0], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.74 0.70 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.43 0.09 (loc) 16-18 16-18 11 l/defl >999 >950 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,5-16,6-16: 2x4 SPF No.2, 1-20,2-20: 2x4 SPF-S Stud 9-11: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-15, 2-20, 9-12, 8-13 REACTIONS.(lb/size)20=1409/Mechanical, 11=662/0-3-8, 13=1703/0-3-8 Max Horz 20=-129(LC 7) Max Uplift 20=-80(LC 6), 11=-92(LC 7), 13=-58(LC 7) Max Grav 20=1409(LC 1), 11=665(LC 11), 13=1703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1752/324, 4-5=-1311/315, 5-6=-1313/316, 6-8=-1060/239, 8-9=-772/144, 9-11=-579/182 BOT CHORD 19-20=-94/1504, 18-19=-94/1504, 16-18=-62/1568, 15-16=0/897, 13-15=-744/154, 12-13=-15/620, 11-12=-111/661 WEBS 4-18=0/256, 4-16=-646/160, 5-16=-29/512, 6-16=0/382, 6-15=-774/174, 8-15=-163/1869, 8-12=0/293, 2-20=-1793/183, 8-13=-2122/264 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T18 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598759 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:00:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5pecGvSI2eRdVH_07ZvlHz8OAQpknebzhQ_tbbzV0vY Scale = 1:78.0 1 2 3 4 5 6 7 8 9 1011 20 19 18 17 16 15 14 13 12 3x6 5x8 5x12 3x8 3x6 3x4 3x6 3x8 3x4 3x6 3x6 3x6 3x6 3x8 3x12 4x8 3x4 3x6 2x4 0-1-156-6-13 6-6-13 12-2-6 5-7-9 20-4-0 8-1-10 22-1-0 1-9-0 30-2-10 8-1-9 40-8-0 10-5-6 6-6-13 6-6-13 12-2-6 5-7-9 20-4-0 8-1-10 22-1-0 1-9-0 30-2-10 8-1-9 37-10-0 7-7-6 40-8-0 2-10-0 41-7-0 0-11-0 2-7-410-11-011-0-153-4-010-11-05.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-5], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.88 0.60 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.59 0.11 (loc) 12-13 12-13 12 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,5-16,6-16,6-15,7-15: 2x4 SPF No.2 1-20,2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-16, 7-15, 9-12 2 Rows at 1/3 pts 2-20 REACTIONS.(lb/size)20=1614/Mechanical, 12=1680/0-3-8 Max Horz 20=-86(LC 7) Max Uplift 20=-79(LC 6), 12=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2113/359, 4-5=-1775/363, 5-6=-1551/373, 6-7=-1759/364, 7-9=-1972/325 BOT CHORD 19-20=-140/1766, 18-19=-140/1766, 16-18=-118/1899, 15-16=-14/1532, 13-15=-96/1749, 12-13=-85/975 WEBS 4-16=-525/139, 5-16=-24/405, 6-16=-174/349, 6-15=-41/317, 7-15=-380/119, 9-13=-13/885, 2-20=-2118/214, 9-12=-1740/272 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=103. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T19 Truss Type Hip Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598760 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-Z0C_TFTwpyZU6RZChGQ_qBhX7q7CW2T7v4jQ71zV0vX Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x6 5x8 3x6 3x6 5x12 2x4 3x8 3x4 3x8 2x4 3x8 3x8 3x8 3x4 3x12 3x6 0-1-158-3-11 8-3-11 16-4-0 8-0-4 26-1-0 9-9-0 34-1-7 8-0-6 40-8-0 6-6-9 8-3-11 8-3-11 16-4-0 8-0-4 21-2-8 4-10-8 26-1-0 4-10-8 34-1-7 8-0-6 40-8-0 6-6-9 41-7-0 0-11-0 2-7-49-3-09-4-153-4-09-3-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.99 0.71 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.65 0.15 (loc) 14-15 14-15 11 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-18,9-11: 2x4 SPF-S Stud, 2-18,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-15, 5-15, 5-14, 2-18, 8-11 REACTIONS.(lb/size)18=1614/Mechanical, 11=1680/0-3-8 Max Horz 18=-71(LC 7) Max Uplift 18=-62(LC 6), 11=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2013/340, 4-5=-1767/348, 5-6=-1692/339, 6-8=-1926/329, 1-18=-274/119 BOT CHORD 17-18=-139/1903, 15-17=-139/1903, 14-15=-67/1812, 12-14=-101/1569, 11-12=-101/1569 WEBS 2-17=0/319, 4-15=0/434, 5-15=-264/61, 5-14=-392/64, 6-14=0/406, 8-14=0/293, 8-12=0/282, 2-18=-2178/203, 8-11=-2049/183 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T20 Truss Type HIP Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598761 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1CmMhbUYaFiLkb8OF_xDMODi7DSAFWFG8kTzgTzV0vW Scale = 1:73.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 4x8 5x12 3x8 3x6 5x12 2x4 3x4 2x4 3x8 5x12 3x4 3x6 4x6 4x8 3x4 3x6 0-1-158-3-10 8-3-10 12-4-0 4-0-6 21-2-8 8-10-8 30-1-0 8-10-8 40-8-0 10-7-0 8-3-10 8-3-10 12-4-0 4-0-6 21-2-8 8-10-8 30-1-0 8-10-8 35-4-8 5-3-8 40-8-0 5-3-8 41-7-0 0-11-0 2-7-47-7-07-8-153-4-07-7-05.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-5], [6:0-6-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.97 0.79 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.73 0.14 (loc) 10-11 10-11 10 l/defl >999 >661 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-13,6-13,1-17,2-17: 2x4 SPF No.2, 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 3-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-17, 7-10 REACTIONS.(lb/size)17=1614/Mechanical, 10=1680/0-3-8 Max Horz 17=69(LC 5) Max Uplift 17=-41(LC 6), 10=-67(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/138, 2-3=-2096/334, 3-4=-2317/369, 4-6=-2315/369, 6-7=-1932/296, 1-17=-309/133 BOT CHORD 16-17=-117/1873, 15-16=-117/1873, 13-15=-79/1900, 11-13=-60/1745, 10-11=-95/1362 WEBS 3-13=-63/651, 4-13=-641/202, 6-13=-88/828, 7-11=0/604, 2-17=-2107/169, 7-10=-1864/213 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss T21 Truss Type Hip Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598762 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-VOKluxUALZqCMljbohSSvcmv?doj_yHQNOCXCwzV0vV Scale = 1:73.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 4x6 8x10 3x6 3x6 2x4 4x8 2x4 2x4 4x6 3x8 3x8 3x8 3x4 5x12 3x8 MT18HS 8-4-0 8-4-0 16-11-7 8-7-7 25-5-9 8-6-3 34-1-0 8-7-7 40-8-0 6-7-0 8-4-0 8-4-0 16-11-7 8-7-7 25-5-9 8-6-3 34-1-0 8-7-7 40-8-0 6-7-0 41-7-0 0-11-0 2-7-45-11-06-0-153-4-05-11-05.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [6:0-6-0,0-1-5], [10:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.84 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.18 (loc) 12-13 12-13 9 l/defl >999 >864 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,3-13,5-13,5-12,6-10: 2x3 SPF No.2, 7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-10, 2-16, 6-9 REACTIONS.(lb/size)16=1614/Mechanical, 9=1680/0-3-8 Max Horz 16=72(LC 5) Max Uplift 16=-71(LC 4), 9=-105(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2904/383, 3-5=-2901/381, 5-6=-1575/254, 1-16=-297/135, 7-9=-261/160 BOT CHORD 15-16=-120/1921, 13-15=-122/1918, 12-13=-210/2796, 10-12=-210/2796, 9-10=-103/1590 WEBS 2-15=0/351, 2-13=-115/1262, 3-13=-564/170, 5-12=0/350, 5-10=-1503/142, 6-10=0/973, 2-16=-2169/141, 6-9=-2057/127 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=105. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 9 Shadow Wood Job Reference (optional) I36598763 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_bu75HVp6ty3zuInMP_hRpJ2E1EMjPVZb2y4kMzV0vU Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 813141516 4x6 3x6 3x6 10x10 5x8 8x10 12x12 4x10 3x6 10x10 1-9-8 1-9-8 2-3-0 0-5-8 6-10-14 4-7-14 11-4-2 4-5-4 11-8-0 0-3-14 15-9-8 4-1-8 4-7-1 4-7-1 6-10-14 2-3-13 11-4-2 4-5-4 11-8-0 0-3-14 15-9-8 4-1-8 16-8-8 0-11-0 6-9-210-7-11-3-010.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-0-0], [8:Edge,0-8-6], [9:0-3-8,0-5-0], [10:0-2-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 1.00 0.43 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.01 (loc) 9-10 9-10 8 l/defl >999 >929 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-11: 2x4 SPF No.2, 1-12,6-8,5-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)8=4790/0-3-8, 11=5647/0-5-8 Max Horz 11=-325(LC 3) Max Uplift 8=-703(LC 6), 11=-499(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/136, 2-3=-258/140, 3-5=-3242/370, 5-6=-5698/813, 1-12=-817/82, 6-8=-4658/677 BOT CHORD 10-11=-256/2441, 9-10=-562/4302, 8-9=-63/425 WEBS 3-11=-4567/551, 3-10=-548/5609, 5-10=-2481/623, 1-11=-88/639, 6-9=-532/3972, 5-9=-645/3019 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Except member 5-9 2x4 - 1 row at 0-5-0 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) Bearings are assumed to be: Joint 11 SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=703, 11=499. 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) 1594 lb down and 91 lb up at 3-11-4, 1594 lb down and 74 lb up at 5-11-4, 1594 lb down and 53 lb up at 7-11-4, and 1594 lb down and 83 lb up at 9-11-4, and 2757 lb down and 803 lb up at 11-8-0 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) StandardContinued on page 2 April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 9 Shadow Wood Job Reference (optional) I36598763 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_bu75HVp6ty3zuInMP_hRpJ2E1EMjPVZb2y4kMzV0vU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 9=-2757(B) 13=-1594(B) 14=-1594(B) 15=-1594(B) 16=-1594(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 9_Shadow_Wood Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 9 Shadow Wood Job Reference (optional) I36598764 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wz?tWzX3eUCnDCSAUq09XEOP3rnMBLrs3MRBpEzV0vS Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 1428293031 32 33 34 35 36 37 38 39 40 41 42 43 44 5x8 3x6 3x4 5x6 8x8 2x4 8x16 8x16 3x4 3x6 5x6 3x8 2x4 4x6 8x10 3x6 2x4 3x8 2x4 4x10 2x4 4x10 3x6 4x6 0-1-22-3-8 2-3-8 5-7-12 3-4-4 9-0-0 3-4-4 12-8-0 3-8-0 14-10-9 2-2-9 23-6-14 8-8-5 30-10-10 7-3-13 38-2-7 7-3-13 45-7-8 7-5-1 -0-11-0 0-11-0 2-3-8 2-3-8 5-7-12 3-4-4 9-0-0 3-4-4 12-8-0 3-8-0 14-10-9 2-2-9 23-6-14 8-8-5 30-10-10 7-3-13 38-2-7 7-3-13 45-7-8 7-5-1 0-10-04-5-144-7-04-5-140-8-05.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-12], [5:0-4-0,0-2-2], [7:0-2-8,0-1-8], [13:Edge,0-2-8], [23:0-2-8,0-2-0], [27:0-3-12,0-6-0], [27:0-2-12,0-0-0] 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-MSH 0.91 0.97 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.47 -1.00 0.30 (loc) 19-20 19-20 14 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 428 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-21: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 20-22,9-17,12-17,12-14: 2x4 SPF No.2, 2-27: 2x6 SPF No.2 3-26: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-0 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22 9-10-12 oc bracing: 19-20 9-11-3 oc bracing: 17-19. WEBS 1 Row at midpt 12-14 REACTIONS.(lb/size)14=3182/0-3-8, 27=3144/0-3-8 Max Horz 27=141(LC 4) Max Uplift 14=-955(LC 4), 27=-788(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7099/1831, 3-4=-8469/2271, 4-5=-7037/1975, 5-6=-8202/2377, 6-7=-8111/2351, 7-9=-7798/2288, 9-10=-7705/2312, 10-12=-7705/2312, 2-27=-2896/744 BOT CHORD 26-27=-436/1474, 24-25=-1981/7061, 23-24=-1981/7061, 22-23=-1875/6454, 20-21=-386/1310, 19-20=-2646/8843, 17-19=-2646/8843, 15-17=-1482/4876, 14-15=-1482/4876 WEBS 4-23=-694/178, 5-23=-230/886, 5-22=-740/2421, 20-22=-2019/6813, 7-22=-138/546, 7-20=-1012/288, 9-20=-1235/384, 9-19=-192/648, 9-17=-1306/375, 10-17=-409/129, 12-17=-961/3246, 12-15=-195/648, 12-14=-5559/1659, 4-25=-252/911, 2-25=-1331/4916 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, 2x3 - 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=955, 27=788. 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 April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 9 Shadow Wood Job Reference (optional) I36598764 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:05 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wz?tWzX3eUCnDCSAUq09XEOP3rnMBLrs3MRBpEzV0vS NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 41 lb up at 2-10-4, 119 lb down and 43 lb up at 4-10-4, 119 lb down and 54 lb up at 6-10-4, 119 lb down and 70 lb up at 8-10-4, 119 lb down and 70 lb up at 10-10-4, 119 lb down and 71 lb up at 12-9-12, 119 lb down and 71 lb up at 14-10-4, 119 lb down and 71 lb up at 16-10-4, 119 lb down and 71 lb up at 18-10-4, 119 lb down and 71 lb up at 20-10-4, 119 lb down and 71 lb up at 22-10-4, 119 lb down and 71 lb up at 24-10-4, 119 lb down and 71 lb up at 26-10-4, 119 lb down and 71 lb up at 28-10-4, 119 lb down and 71 lb up at 30-10-4, 119 lb down and 71 lb up at 32-10-4, 119 lb down and 71 lb up at 34-10-4, 119 lb down and 71 lb up at 36-10-4, 119 lb down and 71 lb up at 38-10-4, 119 lb down and 71 lb up at 40-10-4, and 119 lb down and 71 lb up at 42-10-4, and 123 lb down and 69 lb up at 44-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-13=-60, 26-27=-20, 22-25=-20, 14-21=-20 Concentrated Loads (lb) Vert: 22=-119 18=-119 23=-119 20=-119 17=-119 28=-128 29=-119 30=-119 31=-119 32=-119 33=-119 34=-119 35=-119 36=-119 37=-119 38=-119 39=-119 40=-119 41=-119 42=-119 43=-119 44=-123 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 2 9 Shadow Wood Job Reference (optional) I36598765 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-sM7exeYJA5SVSWcYbE2dcfTnIeTBfIa9WfwIt7zV0vQ Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119202122232425262728293031323334 5x6 5x6 3x6 2x4 4x8 6x8 3x6 4x6 3x4 4x6 3x6 2x4 6x6 6x8 3x6 5x6 4x8 0-1-24-9-0 4-9-0 15-8-11 10-11-11 26-8-5 10-11-11 37-8-0 10-11-11 40-8-0 3-0-0 4-9-0 4-9-0 12-11-12 8-2-12 21-2-8 8-2-12 29-5-4 8-2-12 37-8-0 8-2-12 40-8-0 3-0-0 41-7-0 0-11-0 2-7-44-5-144-7-03-4-04-5-145.00 12 Plate Offsets (X,Y)-- [9:0-2-9,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.80 0.94 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.33 -0.70 0.13 (loc) 14-15 14-15 11 l/defl >999 >694 n/a L/d 240 180 n/a PLATES MT20 Weight: 356 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-17,6-12: 2x4 SPF No.2, 1-18,9-11: 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 (4-2-11 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-12 REACTIONS.(lb/size)18=2777/Mechanical, 11=2903/0-3-8 Max Horz 18=73(LC 4) Max Uplift 18=-791(LC 3), 11=-845(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3189/950, 2-3=-2894/885, 3-5=-6705/2038, 5-6=-6376/1947, 6-8=-1932/613, 8-9=-2110/654, 1-18=-2759/797, 9-11=-3008/884 BOT CHORD 15-17=-1834/6032, 14-15=-2082/6857, 12-14=-1685/5547 WEBS 2-17=-264/872, 3-17=-3530/1070, 3-15=-364/1223, 5-14=-606/187, 6-14=-446/1500, 6-12=-4039/1223, 8-12=-152/478, 1-17=-951/3226, 9-12=-848/2873 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=791, 11=845. 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 April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG03 Truss Type HIP GIRDER Qty 1 Ply 2 9 Shadow Wood Job Reference (optional) I36598765 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:07 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-sM7exeYJA5SVSWcYbE2dcfTnIeTBfIa9WfwIt7zV0vQ NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 71 lb up at 1-9-12, 119 lb down and 71 lb up at 3-9-12, 119 lb down and 71 lb up at 5-9-12, 119 lb down and 71 lb up at 7-9-12, 119 lb down and 71 lb up at 9-9-12, 119 lb down and 71 lb up at 11-9-12, 119 lb down and 71 lb up at 13-9-12, 119 lb down and 71 lb up at 15-9-12, 119 lb down and 71 lb up at 17-9-12, 119 lb down and 71 lb up at 19-9-12, 119 lb down and 71 lb up at 21-9-12, 119 lb down and 71 lb up at 23-9-12, 119 lb down and 71 lb up at 25-9-12, 119 lb down and 71 lb up at 27-9-12, 119 lb down and 71 lb up at 29-9-12, 119 lb down and 71 lb up at 31-9-12, 119 lb down and 71 lb up at 33-9-12, 119 lb down and 71 lb up at 35-9-12, and 119 lb down and 71 lb up at 37-9-12, and 122 lb down and 53 lb up at 39-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-8=-60, 8-9=-60, 9-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 16=-119 15=-119 12=-119 13=-119 19=-119 20=-119 21=-119 22=-119 23=-119 24=-119 25=-119 26=-119 27=-119 28=-119 29=-119 30=-119 31=-119 32=-119 33=-119 34=-122 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598766 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KYh09_ZxxPaM4gAl9yZs8t0612?JOunIlJfrQZzV0vP Scale = 1:12.8 1 2 3 4 5 9 8 7 6 10 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-62-3-8 2-3-8 4-0-0 1-8-8 -0-11-0 0-11-0 0-10-12 0-10-12 2-3-8 1-4-12 4-0-0 1-8-8 1-3-01-10-91-11-150-11-10-11-81-2-90-8-01-10-910.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.16 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7 8 6 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 *Except* 4-8: 2x3 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: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=225/0-3-8, 6=145/0-1-8 Max Horz 9=57(LC 5) Max Uplift 9=-41(LC 5), 6=-28(LC 4) Max Grav 9=225(LC 1), 6=148(LC 10) 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; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 23 lb up at 0-10-12, and 5 lb down and 26 lb up at 2-0-12 on top chord, and 11 lb down and 1 lb up at 0-10-12, and 8 lb down and 1 lb up at 2-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-9=-20, 6-7=-20 Continued on page 2 April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598766 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KYh09_ZxxPaM4gAl9yZs8t0612?JOunIlJfrQZzV0vP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-6(B) 4=-4(B) 10=1(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 9_Shadow_Wood Truss V01 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598767 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KYh09_ZxxPaM4gAl9yZs8t0262?kOrxIlJfrQZzV0vP Scale = 1:46.5 1 2 3 4 5 10 9 8 7 61112 2x4 2x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-9-8 11-9-8 4-7-1 4-7-1 11-9-8 7-2-7 3-4-17-1-151-1-1410.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.16 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-5: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-8. (lb) - Max Horz 10=-195(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 10=-265(LC 10), 6=-107(LC 5), 9=-153(LC 6), 7=-157(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 8=471(LC 1), 9=539(LC 10), 7=404(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-302/187, 4-7=-255/183 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 10, 107 lb uplift at joint 6, 153 lb uplift at joint 9 and 157 lb uplift at joint 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V02 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598768 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-olFOMKaZijiChplxjf45h4ZDbSLF7IzS_zPPy0zV0vO Scale = 1:41.4 1 2 3 4 5 9 8 7 61011 2x4 2x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 11-9-8 11-9-8 4-7-1 4-7-1 11-9-8 7-2-7 2-6-16-3-150-3-1410.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.43 0.14 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-8. (lb) - Max Horz 9=-169(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 9=-263(LC 10), 8=-178(LC 6), 6=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=458(LC 1), 8=510(LC 10), 6=377(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-328/215 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 9=263, 8=178, 6=127. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V03 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598769 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-GxpmZgbCT0q3JzK7GNcKEI5ODsi6sm1bCd8yUSzV0vN Scale = 1:36.3 1 2 3 4 5 9 8 7 6 2x4 2x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 11-2-3 11-2-3 4-7-1 4-7-1 11-2-3 6-7-2 1-8-15-5-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.44 0.10 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-14. (lb) - Max Horz 9=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5 except 9=-201(LC 10), 8=-192(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=297(LC 1), 8=416(LC 10), 6=304(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-333/229 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=201, 8=192, 6=115. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V04 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598770 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-l7N8n0bqDKywx7vJq47ZmVeZhF?lbEOkRHuV0uzV0vM Scale = 1:29.7 1 2 3 5 4 3x8 4x6 3x8 2x4 10-2-3 10-2-3 4-7-1 4-7-1 10-2-3 5-7-2 0-10-14-7-150-0-410.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] 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 0.39 0.26 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=221/10-1-14, 3=244/10-1-14, 4=306/10-1-14 Max Horz 5=-108(LC 4) Max Uplift 5=-77(LC 6), 3=-63(LC 6), 4=-16(LC 4) Max Grav 5=239(LC 10), 3=244(LC 1), 4=306(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V05 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598771 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-l7N8n0bqDKywx7vJq47ZmVeb3F?GbEVkRHuV0uzV0vM Scale = 1:25.6 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 9-2-3 9-1-15 4-7-1 4-7-1 9-2-3 4-7-2 0-0-43-9-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [3:0-1-8,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 0.30 0.30 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=177/9-1-10, 3=177/9-1-10, 4=324/9-1-10 Max Horz 1=-82(LC 4) Max Uplift 1=-16(LC 7), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V06 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598772 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DJwX_McS_e4nYHUWOoeoJiAlufLRKiDugxd3ZKzV0vL Scale = 1:20.7 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-2-4 7-1-15 3-7-2 3-7-2 7-2-4 3-7-2 0-0-42-11-150-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.24 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-1-10, 3=150/7-1-10, 4=228/7-1-10 Max Horz 1=64(LC 5) Max Uplift 1=-22(LC 7), 3=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V07 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598773 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hWUvCid4lxCeAR3iyV91rwjzY3d93901vbNc5nzV0vK Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-2-4 5-1-15 2-7-2 2-7-2 5-2-4 2-7-2 0-0-42-1-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.46 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=184/5-1-10, 3=184/5-1-10 Max Horz 1=-45(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V08 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598774 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hWUvCid4lxCeAR3iyV91rwj?a3iL3901vbNc5nzV0vK Scale = 1:9.4 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-2-4 3-1-15 1-7-2 1-7-2 3-2-4 1-7-2 0-0-41-3-150-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=95/3-1-10, 3=95/3-1-10 Max Horz 1=23(LC 5) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V09 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598775 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9i2HP2eiWFKVobeuVDgGO7G5MT?qoZiB7F69dDzV0vJ Scale = 1:56.6 1 2 3 4 5 6 13 12 11 10 9 8 71514 3x6 3x6 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-9-0 17-9-0 9-8-8 9-8-8 17-9-0 8-0-8 1-4-69-5-82-9-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.37 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 17-9-0. (lb) - Max Horz 13=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 9 except 13=-266(LC 4), 10=-120(LC 6), 12=-202(LC 5), 8=-139(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7 except 13=308(LC 5), 9=427(LC 1), 10=508(LC 10), 12=276(LC 10), 8=530(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/265, 3-4=-102/256, 4-5=-105/254 WEBS 3-10=-268/174, 5-8=-280/187 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9 except (jt=lb) 13=266, 10=120, 12=202, 8=139. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V10 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598776 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ducfdOfKHZSMQkD53wBVxLoIAtNrX1vKMvsj9fzV0vI Scale = 1:53.9 1 2 3 4 5 6 12 11 10 9 8 73x4 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-9-0 17-9-0 9-8-8 9-8-8 17-9-0 8-0-8 0-6-68-7-81-11-110.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.25 0.17 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: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 17-9-0. (lb) - Max Horz 1=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 9 except 1=-148(LC 4), 11=-127(LC 6), 12=-103(LC 6), 8=-138(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12 except 9=441(LC 1), 11=427(LC 10), 8=439(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/238 WEBS 3-11=-268/177, 5-8=-279/187 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9 except (jt=lb) 1=148, 11=127, 12=103, 8=138. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V11 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598777 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-55A1qjfy2saD1uoHddjkTYLR_GjnGSXTbZbGi6zV0vH Scale = 1:49.0 1 2 3 4 5 10 9 8 7 63x6 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-4-11 17-4-6 9-4-3 9-4-3 17-4-11 8-0-8 0-0-47-9-81-1-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.29 0.21 0.27 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: 58 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-6. (lb) - Max Horz 1=184(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 10=-158(LC 6), 7=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=380(LC 1), 10=509(LC 10), 7=443(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-311/199, 4-7=-278/189 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8 except (jt=lb) 10=158, 7=144. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V12 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598778 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZHkQ23gbpAj4f2NTBLEz0muejg2Z?xfdqDLqEYzV0vG Scale = 1:43.9 1 2 3 4 5 8 7 69103x6 4x6 5x6 2x4 2x4 2x4 2x4 3x4 0-0-5 0-0-5 16-4-11 16-4-6 8-4-3 8-4-3 16-4-11 8-0-8 0-0-46-11-80-3-110.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.17 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 1=-154(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-137(LC 6), 6=-138(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=389(LC 1), 8=431(LC 10), 6=424(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-274/177, 4-6=-275/178 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=137, 6=138. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V13 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598779 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-ZHkQ23gbpAj4f2NTBLEz0mubWg44?xxdqDLqEYzV0vG Scale = 1:38.8 1 2 3 4 5 8 7 69103x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-8-6 14-8-1 7-4-3 7-4-3 14-8-6 7-4-3 0-0-46-1-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-12. (lb) - Max Horz 1=-136(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-124(LC 6), 6=-124(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=395(LC 1), 8=359(LC 10), 6=359(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=124, 6=124. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V14 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598780 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-1TIoFPhDaUrxHCxgk2lCYzQmV4Q0kPjm2t4Nm_zV0vF Scale = 1:33.4 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 12-8-6 12-8-1 6-4-3 6-4-3 12-8-6 6-4-3 0-0-45-3-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-12. (lb) - Max Horz 1=116(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-114(LC 6), 6=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=298(LC 10), 6=298(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=114, 6=114. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V15 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598781 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WgrASlirLnzouMWsImGR5BzwjUj5Ts5wHXqwIQzV0vE Scale = 1:27.6 1 2 3 44x8 5x6 4x8 2x4 10-8-6 10-8-6 5-4-3 5-4-3 10-8-6 5-4-3 0-0-44-5-80-0-410.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [3:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.39 0.30 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/10-8-6, 3=198/10-8-6, 4=398/10-8-6 Max Horz 1=-97(LC 4) Max Uplift 1=-13(LC 6), 3=-19(LC 7), 4=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V16 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598782 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-WgrASlirLnzouMWsImGR5BzuCUiDTtcwHXqwIQzV0vE Scale = 1:24.4 1 2 3 42x4 3x4 2x4 2x4 0-0-5 0-0-5 8-8-6 8-8-1 4-4-3 4-4-3 8-8-6 4-4-3 0-0-43-7-80-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.35 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/8-7-12, 3=185/8-7-12, 4=281/8-7-12 Max Horz 1=79(LC 5) Max Uplift 1=-27(LC 7), 3=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V17 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598783 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-_sPYg5iT655fWW52sTngeOW7euxMCKl3WBZUrtzV0vD Scale = 1:19.4 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 6-8-6 6-8-1 3-3-7 3-3-7 3-4-15 0-1-8 6-8-6 3-3-7 0-0-42-8-140-0-410.00 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 0.31 0.81 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: 12 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=245/6-7-12, 3=245/6-7-12 Max Horz 1=59(LC 5) Max Uplift 1=-9(LC 6), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V18 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598784 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-S2zwtRj5tPDV8fgEQBIvAc2KeHRyxn?DkrJ1NJzV0vC Scale = 1:8.9 1 2 3 4 3x6 3x4 3x4 3x6 0-0-5 0-0-5 4-8-6 4-8-1 1-3-7 1-3-7 3-4-15 2-1-8 4-8-6 1-3-7 0-0-41-0-140-0-41-0-1410.00 12 Plate Offsets (X,Y)-- [1:0-0-0,Edge], [2:0-1-10,Edge], [3:Edge,0-1-15], [4:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=165/4-7-12, 4=165/4-7-12 Max Horz 1=-20(LC 4) Max Uplift 1=-5(LC 5), 4=-5(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V19 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598785 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-S2zwtRj5tPDV8fgEQBIvAc2JOHRjxn?DkrJ1NJzV0vC Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-1-11 3-1-11 0-0-42-7-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=110/3-1-6, 3=110/3-1-6 Max Horz 1=69(LC 5) Max Uplift 3=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V20 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598786 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-wFXJ5nkjeiLMlpFRzup8jpbVtho3gEFMzV2bvlzV0vB Scale = 1:13.1 1 2 3 2x4 2x4 2x4 2-5-4 2-5-4 0-0-42-0-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-5-0, 3=82/2-5-0 Max Horz 1=51(LC 5) Max Uplift 3=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V21 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598787 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-OR5hI7lLP0TDNzqdXcLNF18ir595PhVVC9o8RCzV0vA Scale = 1:10.1 1 2 3 2x4 2x4 2x4 1-8-14 1-8-14 0-0-41-5-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=54/1-8-9, 3=54/1-8-9 Max Horz 1=34(LC 5) Max Uplift 3=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V22 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598788 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-OR5hI7lLP0TDNzqdXcLNF18Y753sPhVVC9o8RCzV0vA Scale = 1:23.4 1 2 32x4 2x4 2x4 4-11-2 4-11-2 0-0-44-1-410.00 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 0.68 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=181/4-10-13, 3=181/4-10-13 Max Horz 1=114(LC 5) Max Uplift 3=-40(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V23 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598789 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-sdf3WSl_AKb4?7Pp5JscoEgmwVR287kfRpXh_ezV0v9 Scale = 1:20.6 1 2 3 2x4 2x4 2x4 4-2-11 4-2-11 0-0-43-6-410.00 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 0.49 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=153/4-2-6, 3=153/4-2-6 Max Horz 1=96(LC 5) Max Uplift 3=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V24 Truss Type GABLE Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598790 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KqDRjomcwdjxcH_0f0NrLSDrtvkrta_ofTHFW4zV0v8 Scale = 1:50.1 Sheet Front Full Sheathing 1 Ply 7/16OSB81 2 3 4 5 6 11 10 9 8 7 3x8 3x8 4x6 4x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-132-0-0 3-0-04-4-6 4-4-6 5-1-8 0-9-2 -0-11-0 0-11-0 0-9-2 0-9-2 4-4-6 3-7-3 5-1-8 0-9-2 6-0-8 0-11-0 6-2-16-7-146-9-116-2-16-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-4-9,Edge], [7:0-3-8,Edge], [22:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.86 0.40 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.03 0.00 (loc) 5-6 5-6 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-8. (lb) - Max Horz 11=-215(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9 except 11=-316(LC 4), 7=-534(LC 5), 8=-446(LC 4), 10=-268(LC 5) Max Grav All reactions 250 lb or less at joint(s) 9 except 11=261(LC 10), 7=448(LC 4), 8=480(LC 5), 10=294(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 6-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 11=316, 7=534, 8=446, 10=268. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V25 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598791 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-KqDRjomcwdjxcH_0f0NrLSDydvo9tXoofTHFW4zV0v8 Scale = 1:50.6 1 2 3 4 5 8 7 6 2x4 3x4 4x6 3x4 2x4 3x6 2-6-12 2-6-12 5-1-8 2-6-12 -0-11-0 0-11-0 2-4-6 2-4-6 2-6-12 0-2-6 2-9-2 0-2-7 5-1-8 2-4-6 6-0-8 0-11-0 5-7-17-6-115-7-110.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-1] 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-P 0.43 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4-5 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=115/5-1-8, 6=115/5-1-8, 7=286/5-1-8 Max Horz 8=-234(LC 4) Max Uplift 8=-134(LC 4), 6=-134(LC 5), 7=-31(LC 7) Max Grav 8=164(LC 5), 6=164(LC 4), 7=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=134, 6=134. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V26 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598792 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-o0npw8nEhxroERZCCku4tfm8jI8OczByu70o2XzV0v7 Scale = 1:47.2 1 2 3 4 5 8 7 69 2x4 3x4 4x6 3x4 2x4 3x6 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 4-11-0 2-4-4 5-1-8 0-2-8 6-0-8 0-11-0 5-0-17-1-115-0-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.13 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=124/5-1-8, 6=124/5-1-8, 7=268/5-1-8 Max Horz 8=-214(LC 4) Max Uplift 8=-106(LC 4), 6=-106(LC 5), 7=-34(LC 6) Max Grav 8=139(LC 5), 6=139(LC 4), 7=268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=106, 6=106. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V27 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598793 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-HCKB8UosSFzfsa7OmRPJQtIGViScLRD57nmLazzV0v6 Scale = 1:43.5 1 2 3 4 5 8 7 6 3x6 3x6 4x6 3x6 3x6 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 4-5-16-6-114-5-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.26 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=200/5-1-8, 6=200/5-1-8, 7=313/5-1-8 Max Horz 8=192(LC 5) Max Uplift 8=-112(LC 7), 6=-112(LC 6) Max Grav 8=202(LC 10), 6=202(LC 11), 7=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=112, 6=112. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V28 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598794 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lOuaLqpUDY5WTkibK9wYy4rTN6nC4vDFLRVv7PzV0v5 Scale = 1:39.8 1 2 3 4 5 8 7 6 3x6 3x6 4x6 3x6 3x6 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 3-10-15-11-113-10-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.36 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=203/5-1-8, 6=203/5-1-8, 7=306/5-1-8 Max Horz 8=-174(LC 4) Max Uplift 8=-106(LC 7), 6=-106(LC 6) Max Grav 8=205(LC 10), 6=205(LC 11), 7=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=106, 6=106. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V29 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598795 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-lOuaLqpUDY5WTkibK9wYy4rVl6oZ4wxFLRVv7PzV0v5 Scale = 1:35.6 1 2 3 4 5 8 7 6 3x4 3x6 4x6 3x6 3x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 3-3-15-4-113-3-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.27 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=163/5-1-8, 6=163/5-1-8, 7=189/5-1-8 Max Horz 8=-154(LC 4) Max Uplift 8=-97(LC 7), 6=-96(LC 6) Max Grav 8=165(LC 10), 6=165(LC 11), 7=189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V30 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598796 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-DbSyZAp6_sDN5uHnusRnVIOhhW9zpNlOa4FSfrzV0v4 Scale: 3/8"=1' 1 2 3 4 5 8 7 6 2x4 3x6 4x6 3x6 2x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 2-8-14-9-112-8-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4] 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-R 0.23 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=164/5-1-8, 6=164/5-1-8, 7=187/5-1-8 Max Horz 8=-134(LC 4) Max Uplift 8=-87(LC 7), 6=-87(LC 6) Max Grav 8=166(LC 10), 6=166(LC 11), 7=187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V31 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598797 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hn0KmWqklALEj2szRaz01VwtUwWAYrQXpk_0BIzV0v3 Scale = 1:28.5 1 2 3 4 5 8 7 6 2x4 3x4 4x6 3x4 2x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 2-1-14-2-112-1-110.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=166/5-1-8, 6=166/5-1-8, 7=185/5-1-8 Max Horz 8=-115(LC 4) Max Uplift 8=-85(LC 6), 6=-85(LC 7) Max Grav 8=167(LC 10), 6=167(LC 11), 7=185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V32 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598798 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-hn0KmWqklALEj2szRaz01VwtXwXwYreXpk_0BIzV0v3 Scale = 1:24.7 1 2 3 4 5 8 7 6 2x4 2x4 4x6 2x4 2x4 2x4 5-1-8 5-1-8 -0-11-0 0-11-0 2-6-12 2-6-12 5-1-8 2-6-12 6-0-8 0-11-0 1-6-13-7-111-6-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=168/5-1-8, 6=168/5-1-8, 7=179/5-1-8 Max Horz 8=-95(LC 4) Max Uplift 8=-84(LC 6), 6=-84(LC 7) Max Grav 8=169(LC 10), 6=169(LC 11), 7=179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V33 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598799 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-9zai_srNWTT5KCR9?HUFajT?tJqNHI_h2OkZkkzV0v2 Scale = 1:19.5 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 6-8-10 6-8-5 3-4-5 3-4-5 6-8-10 3-4-5 0-0-42-9-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.20 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/6-8-0, 3=140/6-8-0, 4=212/6-8-0 Max Horz 1=59(LC 5) Max Uplift 1=-20(LC 7), 3=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V34 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598800 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dA84BCs?HnbyyM0MZ_?U7w?CHj8z0ljqG2T6GAzV0v1 Scale = 1:12.6 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-8-10 4-8-5 2-4-5 2-4-5 4-8-10 2-4-5 0-0-41-11-90-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=166/4-8-0, 3=166/4-8-0 Max Horz 1=-40(LC 4) Max Uplift 1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V35 Truss Type VALLEY Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598801 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-dA84BCs?HnbyyM0MZ_?U7w?EwjCC0ljqG2T6GAzV0v1 Scale = 1:8.4 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-8-10 2-8-5 1-4-5 1-4-5 2-8-10 1-4-5 0-0-41-1-90-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-8-0, 3=86/2-8-0 Max Horz 1=-21(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) Non Standard bearing condition. Review required. 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.). April 2,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 9_Shadow_Wood Truss V36 Truss Type Valley Qty 1 Ply 1 9 Shadow Wood Job Reference (optional) I36598802 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 17:01:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:jAXtJ2ozokt8tlXqi1fHBQyGc1j-5MiTOXsd25kpaVbY7iWjf8YKB7WmlCz_ViDgodzV0v0 Scale = 1:17.7 1 2 3 2x4 2x4 2x4 3-6-5 3-6-5 0-0-42-11-410.00 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 0.33 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=125/3-6-0, 3=125/3-6-0 Max Horz 1=79(LC 5) Max Uplift 3=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 2,2019 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