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HomeMy WebLinkAboutStamped Truss Drawings-Jacksons Grant 239Re: 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). Pages or sheets covered by this seal: I35267320 thru I35267404 My license renewal date for the state of Indiana is July 31, 2020. J18805334 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: Executive 293 Westvale at Jackson's 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. November 9,2018 Vance, Jeff Job J18805334 Truss AT01 Truss Type Attic Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267320 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-YHrTKFIKaSsSY4XQSu5joF395zJBXVSJ9eGuisyKw1Y Scale = 1:67.9 1 2 3 4 5 6 7 8 12 11 10 9 13 1415 16 6x8 6x6 3x4 8x8 3x6 3x6 8x8 3x4 2x4 2x4 8x8 8x8 4x6 4x8 5-8-0 8-4-87-10-4 7-10-4 13-9-12 5-11-8 21-8-0 7-10-4 -1-2-8 1-2-8 7-10-4 7-10-4 9-0-2 1-1-14 12-7-14 3-7-12 13-9-12 1-1-14 21-8-0 7-10-4 22-10-8 1-2-8 2-11-1412-0-02-11-1412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [4:0-5-8,0-3-0], [5:0-3-8,0-3-0], [7:0-3-8,0-4-0], [10:0-2-12,0-3-8], [11:0-2-12,0-3-8] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.37 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.12 0.00 0.10 (loc) 9-10 9-10 9 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-11: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-11,6-10,13-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS.(lb/size) 12=1339/0-3-8, 9=1339/0-3-8 Max Horz 12=-299(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1219/0, 3-4=-664/95, 4-5=-357/0, 5-6=-664/95, 6-7=-1219/0, 2-12=-1273/0, 7-9=-1273/0 BOT CHORD 11-12=-307/321, 10-11=0/761 WEBS 11-13=0/393, 3-13=0/391, 10-14=0/393, 6-14=0/392, 15-16=-412/146, 2-11=0/749, 7-10=0/749, 4-15=-121/432, 5-16=-121/432, 6-16=-593/204, 3-15=-593/205 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 13-15, 15-16, 14-16; Wall dead load (5.0psf) on member(s).11-13, 10-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-11 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss AT02 Truss Type ATTIC Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267321 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-0UPsXbIyLm_J9D6c0bcyLScLbNevGyRSOI?REIyKw1X Scale = 1:67.9 1 2 3 4 5 6 7 12 11 10 9 13 1415 16 8 6x8 6x6 3x4 8x8 3x6 3x6 5x6 2x4 2x4 8x8 3x6 4x6 4x8 4x6 5-8-0 8-4-87-10-4 7-10-4 13-9-12 5-11-8 21-8-0 7-10-4 -1-2-8 1-2-8 7-10-4 7-10-4 9-0-2 1-1-14 12-7-14 3-7-12 13-9-12 1-1-14 21-8-0 7-10-4 2-11-1412-0-00-9-412-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [4:0-5-8,0-3-0], [5:0-3-8,0-3-0], [7:0-2-12,0-1-8], [11:0-2-12,0-3-8] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.34 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.09 0.00 0.07 (loc) 10 9-10 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-11: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-11,6-10,13-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS.(lb/size) 12=1347/0-3-8, 8=1245/0-3-6 Max Horz 12=317(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1231/0, 3-4=-675/92, 4-5=-367/0, 5-6=-670/93, 6-7=-1229/0, 2-12=-1284/0, 7-9=-1237/0 BOT CHORD 11-12=-316/288, 10-11=0/777 WEBS 11-13=-15/406, 3-13=0/405, 10-14=-43/453, 6-14=0/452, 15-16=-423/144, 2-11=0/762, 4-15=-120/438, 5-16=-121/425, 7-10=0/780, 6-16=-599/203, 3-15=-600/203 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 13-15, 15-16, 14-16; Wall dead load (5.0psf) on member(s).11-13, 10-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-11 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267322 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-0UPsXbIyLm_J9D6c0bcyLScPSNhdG25SOI?REIyKw1X Scale = 1:28.2 1 2 5 6 7 8 3 9 10 11 4 3x8 5-7-13 5-7-13 -1-10-10 1-10-10 5-7-13 5-7-13 1-2-04-9-74-1-154-9-77.68 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.01 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=371/0-3-8, 3=161/Mechanical, 4=72/Mechanical Max Horz 5=176(LC 5) Max Uplift 5=-78(LC 5), 3=-123(LC 5) Max Grav 5=371(LC 1), 3=161(LC 1), 4=122(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-315/104 NOTES- 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; 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) 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 except (jt=lb) 3=123. 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) 54 lb down and 47 lb up at 1-6-2, and 52 lb down and 54 lb up at 3-0-15, and 54 lb down and 93 lb up at 4-7-10 on top chord, and 3 lb down and 14 lb up at 1-6-2, and 3 lb down and 26 lb up at 3-0-15, and 22 lb down at 4-7-10 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). 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: 8=-27(F) 9=-2(F) 10=4(B) 11=-21(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267323 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-UgyElxJa636AnNhpZI7Btg9Zjn0l?VKcdyl?mkyKw1W Scale = 1:31.6 1 2 5 6 7 8 9 3 10 11 12 13 4 3x8 6-8-6 6-8-6 -1-7-8 1-7-8 6-8-6 6-8-6 1-2-05-5-70-7-84-9-155-5-77.68 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.03 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=362/0-3-8, 3=254/Mechanical, 4=98/Mechanical Max Horz 5=189(LC 5) Max Uplift 5=-118(LC 5), 3=-223(LC 5) Max Grav 5=362(LC 1), 3=254(LC 1), 4=186(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298/135 NOTES- 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; 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) 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) except (jt=lb) 5=118, 3=223. 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) 37 lb down and 103 lb up at 1-6-4, 58 lb down and 82 lb up at 3-0-14, and 51 lb down and 77 lb up at 4-1-7, and 91 lb down and 129 lb up at 6-2-6 on top chord , and 2 lb down and 38 lb up at 1-6-4, at 3-0-14, and 4 lb down and 26 lb up at 4-1-7, and 65 lb down at 6-2-6 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). 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: 6=34(F) 9=-91(B) 12=1(F) 13=-32(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267324 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zsWcyHKDtNE1PXG?70eQQthljBKQkyalrcUYJByKw1V Scale = 1:31.1 1 2 3 8 7 6 9 10 11 12 4 13 14 15 16 5 3x8 2x4 3x4 3x8 3-5-3 3-5-3 6-8-6 3-3-3 -1-10-10 1-10-10 3-5-3 3-5-3 6-8-6 3-3-3 1-2-05-5-70-7-84-9-154-5-71-0-07.68 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.02 0.04 (loc) 6 5-6 5 6 l/defl >999 >966 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=424/0-3-8, 4=216/Mechanical, 5=144/Mechanical Max Horz 8=196(LC 5) Max Uplift 8=-100(LC 5), 4=-150(LC 5), 5=-36(LC 5) Max Grav 8=424(LC 1), 4=216(LC 1), 5=222(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-392/120 NOTES- 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; 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) 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) 8, 5 except (jt=lb) 4=150. 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) 37 lb down and 103 lb up at 1-6-4, 57 lb down and 63 lb up at 3-0-14, and 47 lb down and 62 lb up at 4-1-7, and 61 lb down and 92 lb up at 6-2-6 on top chord, and 2 lb down and 38 lb up at 1-6-4, 3 lb down and 15 lb up at 3-3-7, and 27 lb down and 34 lb up at 4-1-7, and 68 lb down and 15 lb up at 6-2-6 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 7-8=-20, 3-6=-20, 5-6=-20 Concentrated Loads (lb) Vert: 7=1(F) 9=34(B) 12=-61(F) 15=-11(B) 16=-52(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss CG04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267325 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zsWcyHKDtNE1PXG?70eQQthlpBMEkyalrcUYJByKw1V Scale = 1:30.4 1 2 5 6 7 8 3 9 10 11 12 43x12 6-8-6 6-8-6 -1-10-10 1-10-10 6-8-6 6-8-6 0-11-65-2-130-7-84-7-55-2-137.68 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-8], [2:0-0-11,0-4-11], [2:0-5-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.02 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEDGE Left: 2x4 SPF-S Stud 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) 3=227/Mechanical, 2=384/0-3-8, 4=113/Mechanical Max Horz 2=178(LC 5) Max Uplift 3=-173(LC 5), 2=-103(LC 5) Max Grav 3=227(LC 1), 2=384(LC 1), 4=172(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; 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) 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) except (jt=lb) 3=173, 2=103. 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) 38 lb down and 101 lb up at 1-6-4, 55 lb down and 59 lb up at 3-0-14, and 51 lb down and 72 lb up at 4-1-7, and 68 lb down and 97 lb up at 6-2-6 on top chord, and 3 lb down and 22 lb up at 1-6-4, 5 lb down at 3-0-14, and 4 lb down and 19 lb up at 4-1-7, and 54 lb down at 6-2-6 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=33(B) 8=-68(F) 10=-5(F) 11=1(B) 12=-45(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267326 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-R24_AdLrehMu0hrBhj9fy5ExIbl6TPqv4GE5rdyKw1U Scale = 1:20.2 1 2 5 6 3 7 4 3x8 3-4-10 3-4-10 -1-10-10 1-10-10 3-4-10 3-4-10 1-2-03-4-00-7-82-8-83-4-07.68 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=287/0-3-8, 3=61/Mechanical, 4=24/Mechanical Max Horz 5=131(LC 5) Max Uplift 5=-65(LC 5), 3=-41(LC 6), 4=-14(LC 5) Max Grav 5=287(LC 1), 3=61(LC 1), 4=60(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/89 NOTES- 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; 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) 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, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 41 lb up at 2-6-7 on top chord, and 3 lb down and 28 lb up at 2-6-7 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). 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: 7=5(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267327 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-NRClaJM5AIcbG??ao8C72WJHJOQsxEMBXajCvWyKw1S Scale = 1:52.0 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 3x8 2x4 4x6 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-5-0 14-5-0 -1-2-8 1-2-8 7-2-8 7-2-8 14-5-0 7-2-8 15-7-8 1-2-8 1-2-08-4-81-2-012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 14-15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 90 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-5-0. (lb) - Max Horz 26=202(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 20, 19, 18 except 26=-136(LC 4), 16=-117(LC 5), 25=-154(LC 5), 17=-142(LC 4) 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- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 20, 19, 18 except (jt=lb) 26=136, 16=117, 25=154, 17=142. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss GE02 Truss Type GABLE Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267328 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-rdm7oeNjxckSt8amMsjMajsTOojZgjwLmESmSyyKw1R Scale = 1:42.7 1 2 3 4 5 6 7 12 11 10 9 8 2x4 4x6 4x6 4x6 2x4 5x6 5x6 3x8 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 -1-2-8 1-2-8 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 12-0-8 1-2-8 1-2-06-7-01-2-01-0-012.00 12 12.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.19 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.03 0.01 (loc) 9-10 9-10 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 12=503/0-3-8, 8=503/0-3-8 Max Horz 12=163(LC 5) Max Uplift 12=-50(LC 6), 8=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-460/89, 2-3=-566/77, 3-4=-396/54, 4-5=-396/62, 5-6=-566/6, 6-8=-460/37 BOT CHORD 10-11=-162/391, 9-10=0/391 WEBS 4-10=0/266, 6-9=0/429, 2-11=-38/429 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss GE03 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267329 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-rdm7oeNjxckSt8amMsjMajsUHomIgmaLmESmSyyKw1R Scale = 1:11.1 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-8-8 0-8-8 2-0-0 2-0-0 0-10-101-7-104.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=132/2-0-0, 4=56/2-0-0 Max Horz 5=46(LC 5) Max Uplift 5=-31(LC 4), 4=-14(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss GE04 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267330 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-JqKV?_OLhvsJVI9ywZEb7xOflC6OPDRU?uCJ_OyKw1Q Scale = 1:13.3 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 -0-8-8 0-8-8 3-2-8 3-2-8 0-10-102-1-14.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=125/3-2-8, 5=35/3-2-8, 6=125/3-2-8 Max Horz 7=61(LC 5) Max Uplift 7=-24(LC 4), 5=-3(LC 5), 6=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267331 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-n0ttDKPzSD_A7Sj9UHlqf8xn6cRJ8g3eEYxsWqyKw1P Scale = 1:19.1 1 2 5 3 4 3x4 3x6 2-0-4 2-0-4 -1-2-8 1-2-8 2-0-4 2-0-4 1-2-03-2-42-7-133-2-412.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 2-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=184/0-3-8, 3=30/Mechanical, 4=12/Mechanical Max Horz 5=129(LC 6) Max Uplift 3=-44(LC 6), 4=-17(LC 6) Max Grav 5=184(LC 1), 3=30(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267332 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-n0ttDKPzSD_A7Sj9UHlqf8xn6cRJ8g3eEYxsWqyKw1P Scale = 1:19.1 1 2 5 3 4 3x4 3x6 2-0-4 2-0-4 -1-2-8 1-2-8 2-0-4 2-0-4 1-2-03-2-40-6-72-7-133-2-412.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 2-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=184/0-3-8, 3=30/Mechanical, 4=12/Mechanical Max Horz 5=129(LC 6) Max Uplift 3=-44(LC 6), 4=-17(LC 6) Max Grav 5=184(LC 1), 3=30(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267333 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-FCRFQgPcDX71kcIL1_G3CMUwy?lyt7JnSChQ2HyKw1O Scale = 1:27.2 1 2 5 3 4 3x4 2x4 4-8-0 4-8-0 -1-2-8 1-2-8 4-8-0 4-8-0 0-11-54-10-04-4-34-10-010.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.03 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 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 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=272/0-3-8, 3=116/Mechanical, 4=50/Mechanical Max Horz 5=175(LC 6) Max Uplift 3=-83(LC 6) Max Grav 5=272(LC 1), 3=116(LC 1), 4=85(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267334 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-FCRFQgPcDX71kcIL1_G3CMUxZ?mwt7JnSChQ2HyKw1O Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 3-11-0 3-11-0 -1-2-8 1-2-8 3-11-0 3-11-0 0-11-54-2-83-8-114-2-810.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=245/0-3-8, 3=94/Mechanical, 4=40/Mechanical Max Horz 5=156(LC 6) Max Uplift 5=-1(LC 6), 3=-70(LC 6) Max Grav 5=245(LC 1), 3=94(LC 1), 4=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267335 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kP?ee0QE_qFuMmtXbhnJlZ083P8mcZZxhsQzbjyKw1N Scale = 1:14.1 1 2 5 3 42x4 3x4 1-6-4 1-6-4 -1-2-8 1-2-8 1-6-4 1-6-4 0-11-52-2-81-8-112-2-810.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 1-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=176/0-3-8, 3=10/Mechanical, 4=4/Mechanical Max Horz 5=95(LC 6) Max Uplift 5=-26(LC 6), 3=-19(LC 7), 4=-8(LC 6) Max Grav 5=176(LC 1), 3=13(LC 4), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267336 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CbZ0rMRsl8Nl_wSk9PJYHnZGPpRHL0p4wWAX79yKw1M Scale = 1:27.2 1 4 2 3 3x4 3x4 4-8-0 4-8-0 4-8-0 4-8-0 0-11-54-10-04-4-34-10-010.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.04 0.03 (loc) 3-4 3-4 2 3-4 l/defl >999 >945 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=178/Mechanical, 2=123/Mechanical, 3=55/Mechanical Max Horz 4=126(LC 6) Max Uplift 2=-87(LC 6) Max Grav 4=178(LC 1), 2=123(LC 1), 3=87(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) 2. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267337 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CbZ0rMRsl8Nl_wSk9PJYHnZH4pSFL0p4wWAX79yKw1M Scale: 1/2"=1' 1 4 2 3 3x4 2x4 3-11-0 3-11-0 3-11-0 3-11-0 0-11-54-2-80-5-133-8-114-2-810.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.02 0.02 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=148/Mechanical, 2=103/Mechanical, 3=46/Mechanical Max Horz 4=107(LC 6) Max Uplift 2=-74(LC 6) Max Grav 4=148(LC 1), 2=103(LC 1), 3=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) 2. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267338 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-8_hmG2S6HldTDDc6GqL0MCehCd9YpwJNNqfdB2yKw1K Scale = 1:14.1 1 4 2 32x4 2x4 1-6-4 1-6-4 1-6-4 1-6-4 0-11-52-2-81-8-112-2-810.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 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 1-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=54/0-3-8, 2=39/Mechanical, 3=16/Mechanical Max Horz 4=46(LC 6) Max Uplift 2=-35(LC 6), 3=-6(LC 6) Max Grav 4=54(LC 1), 2=39(LC 1), 3=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267339 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-8_hmG2S6HldTDDc6GqL0MCefSd8gpwJNNqfdB2yKw1K Scale = 1:19.9 1 4 2 3 2x4 2x4 2-2-0 2-2-0 2-2-0 2-2-0 1-2-03-4-02-9-93-4-012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=78/0-3-8, 2=55/Mechanical, 3=23/Mechanical Max Horz 4=75(LC 6) Max Uplift 2=-59(LC 6), 3=-11(LC 6) Max Grav 4=78(LC 1), 2=55(LC 1), 3=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267340 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-cAF8TNTk23lKrNBJqXsFvPBpl0UvYNYWcUOBkUyKw1J Scale = 1:17.4 1 2 5 3 42x4 3x6 1-8-2 1-8-2 -1-2-8 1-2-8 1-8-2 1-8-2 1-2-02-10-22-3-112-10-212.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=178/0-3-8, 3=17/Mechanical, 4=7/Mechanical Max Horz 5=120(LC 6) Max Uplift 3=-35(LC 6), 4=-20(LC 6) Max Grav 5=178(LC 1), 3=17(LC 1), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267341 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-cAF8TNTk23lKrNBJqXsFvPBpG0UDYNYWcUOBkUyKw1J Scale = 1:14.0 1 2 5 3 42x4 3x4 1-0-5 1-0-5 -1-2-8 1-2-8 1-0-5 1-0-5 1-2-02-2-512.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 1-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-3-8, 3=-25/Mechanical, 4=-4/Mechanical Max Horz 5=100(LC 6) Max Uplift 5=-8(LC 6), 3=-25(LC 1), 4=-35(LC 6) Max Grav 5=179(LC 1), 3=13(LC 4), 4=13(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267342 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-YZMvu3V?ag?24hLhyyuj_qGARq9u0H2p3otIoNyKw1H Scale = 1:22.5 1 2 7 6 5 3 4 2x4 5x6 2x4 2x4 2-3-8 2-3-8 2-8-5 0-4-13 -1-2-8 1-2-8 2-3-8 2-3-8 2-8-5 0-4-13 1-2-03-10-52-10-53-3-141-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=227/0-3-8, 3=56/Mechanical, 4=37/Mechanical Max Horz 7=150(LC 6) Max Uplift 3=-47(LC 6), 4=-18(LC 6) Max Grav 7=227(LC 1), 3=56(LC 1), 4=79(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267343 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-0lwH6PWdL_7uirwtVgQyX2pKgEVtlkIyISdrKpyKw1G Scale = 1:22.5 1 2 5 3 4 3x4 3x6 2-8-5 2-8-5 -1-2-8 1-2-8 2-8-5 2-8-5 1-2-03-10-53-3-143-10-512.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=203/0-3-8, 3=55/Mechanical, 4=22/Mechanical Max Horz 5=150(LC 6) Max Uplift 3=-62(LC 6), 4=-12(LC 6) Max Grav 5=203(LC 1), 3=55(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267344 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-0lwH6PWdL_7uirwtVgQyX2pKWEWwlkIyISdrKpyKw1G Scale = 1:14.0 1 2 5 3 42x4 3x4 1-0-5 1-0-5 -1-2-8 1-2-8 1-0-5 1-0-5 1-2-02-2-50-6-71-7-142-2-512.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 1-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-3-8, 3=-25/Mechanical, 4=-4/Mechanical Max Horz 5=100(LC 6) Max Uplift 5=-8(LC 6), 3=-25(LC 1), 4=-35(LC 6) Max Grav 5=179(LC 1), 3=13(LC 4), 4=13(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267345 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VxUfJlWF6IFlK_U43NxB3FMUPeo_UBY6X6MOtFyKw1F Scale = 1:30.5 1 2 3 8 7 6 4 5 2x4 3x4 2x4 3x4 3x4 2-3-8 2-3-8 5-1-7 2-9-15 -1-2-8 1-2-8 2-3-8 2-3-8 5-1-7 2-9-15 0-11-55-2-80-5-134-8-124-2-81-0-010.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-0-1] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.04 0.04 (loc) 5-6 5-6 5 5-6 l/defl >999 >660 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=313/0-3-8, 4=121/Mechanical, 5=72/Mechanical Max Horz 8=186(LC 6) Max Uplift 4=-77(LC 6), 5=-3(LC 6) Max Grav 8=313(LC 1), 4=121(LC 1), 5=108(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-291/30 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267346 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VxUfJlWF6IFlK_U43NxB3FMVues1UBY6X6MOtFyKw1F Scale = 1:19.2 1 2 5 3 4 2x4 3x4 2-8-10 2-8-10 -1-2-8 1-2-8 2-8-10 2-8-10 0-11-53-2-82-8-113-2-810.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=204/0-3-8, 3=56/Mechanical, 4=22/Mechanical Max Horz 5=125(LC 6) Max Uplift 5=-12(LC 6), 3=-46(LC 6), 4=-1(LC 6) Max Grav 5=204(LC 1), 3=56(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267347 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-z721W5XttbNcx83Gd4SQcTucL17WDeoFlm6yPiyKw1E Scale = 1:29.0 1 2 3 43x6 5-5-7 5-5-7 -0-10-8 0-10-8 5-5-7 5-5-7 0-8-05-2-80-5-134-8-125-2-810.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.50 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >555 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=151/Mechanical, 2=277/0-3-8, 4=52/Mechanical Max Horz 2=166(LC 6) Max Uplift 3=-114(LC 6) Max Grav 3=151(LC 1), 2=277(LC 1), 4=105(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=114. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267348 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-z721W5XttbNcx83Gd4SQcTuiD1B8DeoFlm6yPiyKw1E Scale = 1:19.1 1 2 3 4 3x6 3-0-10 3-0-10 -0-10-8 0-10-8 3-0-10 3-0-10 0-8-03-2-82-8-113-2-810.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=74/Mechanical, 2=186/0-3-8, 4=28/Mechanical Max Horz 2=104(LC 6) Max Uplift 3=-63(LC 6), 2=-5(LC 6) Max Grav 3=74(LC 1), 2=186(LC 1), 4=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267349 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-RKcQkRYVevVTZIeSBozf9gRrERY7y52P_QrVx8yKw1D Scale = 1:13.8 1 2 5 3 42x4 3x4 1-0-5 1-0-5 -1-2-8 1-2-8 1-0-5 1-0-5 0-11-61-11-1012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 1-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-3-8, 3=-23/Mechanical, 4=-6/Mechanical Max Horz 5=97(LC 6) Max Uplift 5=-33(LC 6), 3=-23(LC 1), 4=-19(LC 6) Max Grav 5=179(LC 1), 3=13(LC 4), 4=12(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267350 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-NikA97Zl9WlBocorID?7E5WBLFDiQ?XiSjKc01yKw1B Scale = 1:22.3 1 2 5 3 4 3x4 3x4 2-8-5 2-8-5 -1-2-8 1-2-8 2-8-5 2-8-5 0-11-63-7-103-1-33-7-1012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=203/0-3-8, 3=55/Mechanical, 4=22/Mechanical Max Horz 5=147(LC 6) Max Uplift 3=-56(LC 6), 4=-5(LC 6) Max Grav 5=203(LC 1), 3=55(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267351 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-NikA97Zl9WlBocorID?7E5WBLFDiQ?XiSjKc01yKw1B Scale = 1:22.3 1 2 5 3 4 3x4 3x4 2-8-5 2-8-5 -1-2-8 1-2-8 2-8-5 2-8-5 0-11-63-7-103-1-33-7-1012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=203/0-3-8, 3=55/Mechanical, 4=22/Mechanical Max Horz 5=147(LC 6) Max Uplift 3=-56(LC 6), 4=-5(LC 6) Max Grav 5=203(LC 1), 3=55(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267352 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-rvHYMSaOwqt2QmN1swWMmJ3MUfaq9SnrgN49YTyKw1A Scale = 1:13.8 1 2 5 3 42x4 3x4 1-0-5 1-0-5 -1-2-8 1-2-8 1-0-5 1-0-5 0-11-61-11-101-5-31-11-1012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 1-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-3-8, 3=-23/Mechanical, 4=-6/Mechanical Max Horz 5=97(LC 6) Max Uplift 5=-33(LC 6), 3=-23(LC 1), 4=-19(LC 6) Max Grav 5=179(LC 1), 3=13(LC 4), 4=12(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267353 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-rvHYMSaOwqt2QmN1swWMmJ3KVfWH9SnrgN49YTyKw1A Scale = 1:29.4 1 2 3 4 5 3x8 3x4 5-1-7 5-1-7 -1-2-8 1-2-8 5-1-7 5-1-7 0-8-114-11-140-5-134-6-14-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MP 0.36 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.02 0.05 (loc) 5-8 5-8 4 5-8 l/defl >999 >706 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=128/Mechanical, 2=283/0-3-8, 5=65/Mechanical Max Horz 2=174(LC 6) Max Uplift 4=-82(LC 6) Max Grav 4=128(LC 1), 2=283(LC 1), 5=94(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267354 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-nHPJn8ceSR8mf3XQzLZqsk8kcSE1dMH88hZGdLyKw18 Scale = 1:18.9 1 2 3 4 5 3x6 3x4 2-8-10 2-8-10 -1-2-8 1-2-8 2-8-10 2-8-10 0-8-112-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2] 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-MP 0.13 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 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) 4=60/Mechanical, 2=195/0-3-8, 5=29/Mechanical Max Horz 2=112(LC 6) Max Uplift 4=-41(LC 6), 2=-19(LC 6) Max Grav 4=60(LC 1), 2=195(LC 1), 5=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267355 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-nHPJn8ceSR8mf3XQzLZqsk8g_SBldMH88hZGdLyKw18 Scale = 1:29.4 1 2 3 4 5 3x8 3x4 5-1-7 5-1-7 -1-2-8 1-2-8 5-1-7 5-1-7 0-8-114-11-140-5-134-6-14-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MP 0.36 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.02 0.05 (loc) 5-8 5-8 4 5-8 l/defl >999 >706 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=128/Mechanical, 2=283/0-3-8, 5=65/Mechanical Max Horz 2=174(LC 6) Max Uplift 4=-82(LC 6) Max Grav 4=128(LC 1), 2=283(LC 1), 5=94(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss J27 Truss Type Jack-Open Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267356 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GUzh_UcGDlGdHD6cX343OxhvMsaGMpXHMLIp9oyKw17 Scale = 1:18.9 1 2 3 4 5 3x6 3x4 2-8-10 2-8-10 -1-2-8 1-2-8 2-8-10 2-8-10 0-8-112-11-142-6-12-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2] 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-MP 0.13 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 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) 4=60/Mechanical, 2=195/0-3-8, 5=29/Mechanical Max Horz 2=112(LC 6) Max Uplift 4=-41(LC 6), 2=-19(LC 6) Max Grav 4=60(LC 1), 2=195(LC 1), 5=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M01 Truss Type MONOPITCH Qty 8 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267357 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GUzh_UcGDlGdHD6cX343OxhiksXzMl7HMLIp9oyKw17 Scale = 1:47.5 1 2 3 5 4 3x4 3x4 6x8 5x6 -1-2-8 1-2-8 7-0-0 7-0-0 1-2-08-2-07-10-80-3-88-2-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,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-S 0.93 0.28 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >423 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=358/0-3-8, 4=260/0-1-8 Max Horz 5=281(LC 6) Max Uplift 4=-156(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/0 BOT CHORD 4-5=-418/257 WEBS 2-4=-247/415 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 12% 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=156. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M02 Truss Type Monopitch Qty 3 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267358 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kgX3Cqdu_3OUvNgo5mbIx8D3dGrV5FRRb?2NhEyKw16 Scale = 1:41.8 1 2 3 4 8 7 6 5 2x4 2x4 3x12 2x4 3x6 3x6 3x4 2-3-8 2-3-8 6-0-0 3-8-8 -1-2-8 1-2-8 2-3-8 2-3-8 6-0-0 3-8-8 1-2-07-2-05-10-81-3-86-2-01-0-012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.39 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.02 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=319/0-3-8, 5=219/0-1-8 Max Horz 8=250(LC 6) Max Uplift 5=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-317/0 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) except (jt=lb) 5=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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M03 Truss Type MONOPITCH Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267359 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Cs5RPAeWlMWLWXF?fT6XTMmDUgBuqhXaqfnwDgyKw15 Scale = 1:41.8 1 2 3 7 6 5 4 3x6 3x4 2x4 3x8 2x4 3x6 4x6 2-3-8 2-3-8 6-0-0 3-8-8 2-3-8 2-3-8 6-0-0 3-8-8 1-2-07-2-05-10-81-3-86-2-01-0-012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.44 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.02 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=228/0-3-8, 4=228/0-1-8 Max Horz 7=187(LC 5) Max Uplift 7=-8(LC 4), 4=-98(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) 7, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M04 Truss Type MONOPITCH Qty 3 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267360 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Cs5RPAeWlMWLWXF?fT6XTMm98gCEqhJaqfnwDgyKw15 Scale = 1:41.8 1 2 3 5 4 2x4 2x4 3x6 4x6 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 1-2-07-2-06-10-80-3-87-2-012.00 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-S 0.49 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=319/0-3-8, 4=219/0-1-8 Max Horz 5=250(LC 6) Max Uplift 4=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 BOT CHORD 4-5=-274/6 WEBS 2-4=-6/278 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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) except (jt=lb) 4=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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267361 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-g3fpdWf8WgeB8hqBCBdm0ZJKu3YzZ9Gj3JXUm7yKw14 Scale = 1:40.8 1 2 3 5 46 3x4 3x12 3x6 -1-2-8 1-2-8 6-0-0 6-0-0 0-11-66-11-66-7-140-3-86-11-612.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [4:Edge,0-2-0], [5:0-0-0,0-1-12], [5:0-3-8,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-R 0.49 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.00 0.05 (loc) 4-5 4-5 4 4-5 l/defl >999 >533 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=343/0-3-8, 4=299/0-1-8 Max Horz 5=246(LC 6) Max Uplift 4=-127(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-275/24 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) 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) except (jt=lb) 4=127. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M06 Truss Type MONOPITCH Qty 5 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267362 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-g3fpdWf8WgeB8hqBCBdm0ZJQL3deZ9Gj3JXUm7yKw14 Scale = 1:11.1 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-8-8 0-8-8 2-0-0 2-0-0 0-10-101-7-101-4-20-3-81-7-104.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=132/0-3-8, 4=56/0-1-8 Max Horz 5=44(LC 6) Max Uplift 5=-23(LC 4), 4=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss M07 Truss Type MONOPITCH Qty 5 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267363 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-8FDBqsgnH_m2mrPNmu8?YnrOTTvyIXetHzG1IZyKw13 Scale = 1:21.5 1 2 3 5 4 3x4 4x6 10x10 6-11-8 6-11-8 -0-8-8 0-8-8 6-11-8 6-11-8 0-10-103-5-154.50 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:Edge,0-7-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.95 0.27 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.01 0.10 (loc) 4-5 4-5 4 4-5 l/defl >999 >464 n/a >791 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-12 oc bracing. REACTIONS.(lb/size) 4=263/0-1-8, 5=321/0-3-8 Max Horz 5=101(LC 6) Max Uplift 4=-101(LC 6), 5=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/111 BOT CHORD 4-5=-404/375 WEBS 2-4=-336/370 NOTES- 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; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=101. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss PB01 Truss Type Piggyback Qty 9 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267364 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-cRma2BgP2HuvN__aKcgE5_OnftI813c0Wd0aq?yKw12 Scale = 1:11.3 1 2 3 45 6 4x6 2x4 2x4 2x4 3-7-12 3-7-12 1-9-14 1-9-14 3-7-12 1-9-14 0-5-31-9-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=86/2-6-6, 4=86/2-6-6, 6=71/2-6-6 Max Horz 2=-32(LC 4) Max Uplift 2=-21(LC 6), 4=-24(LC 7) Max Grav 2=86(LC 1), 4=86(LC 1), 6=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss PB02 Truss Type Piggyback Qty 7 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267365 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-cRma2BgP2HuvN__aKcgE5_OnAtIq13V0Wd0aq?yKw12 Scale = 1:12.2 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-10-6 4-10-6 2-5-3 2-5-3 4-10-6 2-5-3 0-4-132-0-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=111/3-7-4, 4=111/3-7-4, 6=112/3-7-4 Max Horz 2=-37(LC 4) Max Uplift 2=-27(LC 6), 4=-30(LC 7) Max Grav 2=111(LC 1), 4=111(LC 1), 6=113(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267366 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-4eKyFXh1pb0m?8ZmuJBTeCxywHeHmWlAlHl8MRyKw11 Scale = 1:9.9 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x4 2x4 2x4 4-10-6 4-10-6 4-10-6 4-10-6 0-4-131-1-121-3-140-1-80-4-130-1-81-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [5:0-2-1,0-1-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-7-4. (lb) - Max Horz 2=19(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267367 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-YquKTtifav8ddI8yR1iiAPT78h_bVz5JzxVhvuyKw10 Scale = 1:11.3 1 2 3 45 6 4x6 2x4 2x4 2x4 3-7-12 3-7-12 1-9-14 1-9-14 3-7-12 1-9-14 0-5-31-9-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=86/2-6-6, 4=86/2-6-6, 6=71/2-6-6 Max Horz 2=-32(LC 4) Max Uplift 2=-21(LC 6), 4=-24(LC 7) Max Grav 2=86(LC 1), 4=86(LC 1), 6=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T01 Truss Type Common Qty 5 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267368 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-YquKTtifav8ddI8yR1iiAPT_8hupVxpJzxVhvuyKw10 Scale = 1:51.3 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x8 6x8 6x8 7-2-8 7-2-8 14-5-0 7-2-8 -1-2-8 1-2-8 7-2-8 7-2-8 14-5-0 7-2-8 15-7-8 1-2-8 1-2-08-4-81-2-012.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.39 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.01 0.00 (loc) 6-7 6-7 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 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* 2-8,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=646/0-3-8, 6=646/0-3-8 Max Horz 8=-202(LC 4) Max Uplift 8=-54(LC 6), 6=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-547/92, 3-4=-547/92, 2-8=-584/124, 4-6=-584/124 BOT CHORD 7-8=-295/320, 6-7=-134/281 WEBS 3-7=0/303, 2-7=-120/310, 4-7=-126/314 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T02 Truss Type Roof Special Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267369 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-10SigDjHLCGUESj9?kDxjd0FK4H6ENrTCbEERKyKw1? Scale = 1:42.7 1 2 3 4 5 6 7 12 11 10 9 8 2x4 4x6 4x6 4x6 2x4 5x6 5x6 3x8 3x6 3x6 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 -1-2-8 1-2-8 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 12-0-8 1-2-8 1-2-06-7-01-2-01-0-012.00 12 12.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.19 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.03 0.01 (loc) 9-10 9-10 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 12=503/0-3-8, 8=503/0-3-8 Max Horz 12=163(LC 5) Max Uplift 12=-50(LC 6), 8=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-460/89, 2-3=-566/77, 3-4=-396/54, 4-5=-396/62, 5-6=-566/6, 6-8=-460/37 BOT CHORD 10-11=-162/391, 9-10=0/391 WEBS 4-10=0/266, 6-9=0/429, 2-11=-38/429 NOTES- 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; end 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) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T03 Truss Type Hip Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267370 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zPaT5vkXsqWCUmsX79FPo25OSuo0iCtlgvjLUDyKw0z Scale = 1:60.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 3x6 5x6 6x6 4x6 10x10 3x8 3x6 4x6 3x6 3x8 3x6 4x6 3x4 5-8-2 5-8-2 11-0-13 5-4-10 19-6-11 8-5-14 24-11-6 5-4-10 30-7-8 5-8-2 -1-2-8 1-2-8 5-8-2 5-8-2 11-0-13 5-4-10 19-6-11 8-5-14 24-11-6 5-4-10 30-7-8 5-8-2 0-11-59-11-1410-2-00-11-59-11-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-3-7,Edge], [8:0-2-12,0-1-8], [15:0-1-12,0-0-0], [15:Edge,0-8-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-S 0.98 0.93 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.49 0.05 0.03 (loc) 11-13 11-13 9 13 l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 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* 5-13,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 15=1414/0-3-8, 9=1305/Mechanical Max Horz 15=241(LC 5) Max Uplift 15=-74(LC 6), 9=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1624/147, 4-5=-1447/212, 5-6=-1008/209, 6-7=-1411/213, 7-8=-1596/146, 2-15=-1345/165, 8-9=-1238/119 BOT CHORD 14-15=-245/259, 13-14=-117/1162, 11-13=-72/1037, 10-11=-34/1149 WEBS 5-13=-15/470, 6-11=0/418, 2-14=0/937, 8-10=0/952 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T04 Truss Type Hip Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267371 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Rb8rIFlAd7e35vRjgsmeLFefZIF?Re8vuZTv1fyKw0y Scale = 1:71.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 3x6 5x6 4x8 3x6 10x10 3x6 3x6 4x6 3x4 3x8 3x6 5x6 4x6 3x4 6-3-0 6-3-0 13-5-10 7-2-10 17-1-14 3-8-5 24-4-8 7-2-10 30-7-8 6-3-0 -1-2-8 1-2-8 6-3-0 6-3-0 13-5-10 7-2-10 17-1-14 3-8-5 24-4-8 7-2-10 30-7-8 6-3-0 0-11-511-11-1412-2-00-11-511-11-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-4-0,0-1-4], [9:0-2-12,0-1-8], [16:Edge,0-8-6], [16:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.50 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.05 0.03 (loc) 14-15 14-15 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 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* 3-14,5-14,5-12,6-12,8-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-12, 8-12 REACTIONS.(lb/size) 16=1448/0-3-8, 10=1359/Mechanical Max Horz 16=288(LC 5) Max Uplift 16=-81(LC 6), 10=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1710/141, 3-5=-1333/220, 5-6=-902/228, 6-8=-1329/221, 8-9=-1705/140, 2-16=-1398/157, 9-10=-1308/112 BOT CHORD 15-16=-280/313, 14-15=-82/1232, 12-14=-15/906, 11-12=-27/1235 WEBS 3-14=-427/176, 5-14=-48/465, 6-12=-44/444, 8-12=-438/180, 2-15=0/1045, 9-11=0/1067 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T05 Truss Type Piggyback Base Qty 5 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267372 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Rb8rIFlAd7e35vRjgsmeLFeefIFFRfXvuZTv1fyKw0y Scale = 1:71.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 3x6 4x8 4x6 3x6 10x10 3x6 3x6 4x6 3x4 3x8 3x6 4x6 10x10 6-3-0 6-3-0 12-10-9 6-7-9 17-8-15 4-10-6 24-4-8 6-7-9 30-7-8 6-3-0 -1-2-8 1-2-8 6-3-0 6-3-0 12-10-9 6-7-9 17-8-15 4-10-6 24-4-8 6-7-9 30-7-8 6-3-0 31-10-0 1-2-8 0-11-511-8-20-11-511-8-210.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [11:Edge,0-8-6], [11:0-1-12,0-0-0], [17:0-1-12,0-0-0], [17:Edge,0-8-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-S 0.70 0.49 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.05 0.03 (loc) 15-16 15-16 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 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* 3-15,5-15,5-13,6-13,8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-13, 8-13 REACTIONS.(lb/size) 17=1450/0-3-8, 11=1444/0-3-8 Max Horz 17=-276(LC 4) Max Uplift 17=-79(LC 6), 11=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1708/142, 3-5=-1348/220, 5-6=-926/223, 6-8=-1339/220, 8-9=-1699/142, 2-17=-1398/159, 9-11=-1391/159 BOT CHORD 16-17=-275/337, 15-16=-88/1227, 13-15=-27/933, 12-13=0/1221 WEBS 3-15=-406/168, 5-15=-44/474, 6-13=-34/443, 8-13=-406/168, 2-16=0/1022, 9-12=0/1015 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T06 Truss Type Piggyback Base Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267373 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-N_FbjxnQ9lunLDb6oHp6Qgj?p5wivYjCMty?5YyKw0w Scale = 1:67.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 3x6 4x8 4x6 3x6 3x4 3x6 3x6 5x6 3x4 3x8 3x6 5x6 4x6 3x4 4x6 6-3-0 6-3-0 12-10-9 6-7-9 17-8-15 4-10-6 24-4-8 6-7-9 30-7-8 6-3-0 6-3-0 6-3-0 12-10-9 6-7-9 17-8-15 4-10-6 24-4-8 6-7-9 30-7-8 6-3-0 0-11-511-8-20-11-511-8-210.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [8:0-2-12,0-1-8] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.49 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.05 0.03 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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* 2-13,4-13,4-11,5-11,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-11, 7-11 REACTIONS.(lb/size) 15=1369/Mechanical, 9=1363/Mechanical Max Horz 15=-272(LC 4) Max Uplift 15=-36(LC 6), 9=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1715/143, 2-4=-1356/223, 4-5=-930/224, 5-7=-1347/223, 7-8=-1706/143, 1-15=-1316/114, 8-9=-1310/114 BOT CHORD 14-15=-266/309, 13-14=-102/1240, 11-13=-41/937, 10-11=-9/1233 WEBS 2-13=-416/173, 4-13=-47/481, 5-11=-35/450, 7-11=-417/173, 1-14=0/1059, 8-10=0/1052 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 15, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267374 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-JMNM8coghM9UaXlVviraV5pL9vbHNN2VpBR6AQyKw0u Scale = 1:74.1 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020 3x6 6x8 6x6 5x6 10x10 3x4 3x8 8x16 2x4 2x4 3x6 5x12 3x6 3x6 4x6 6x10 4x6 3x12 6-3-0 6-3-0 9-3-0 3-0-0 13-10-3 4-7-3 18-6-11 4-8-8 24-5-6 5-10-10 30-7-8 6-2-2 6-3-0 6-3-0 9-3-0 3-0-0 12-11-8 3-8-8 13-10-3 0-10-11 18-6-11 4-8-8 24-5-6 5-10-10 30-7-8 6-2-2 0-11-510-9-1411-8-150-11-52-0-010-9-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [6:0-2-9,Edge], [7:0-3-0,0-2-1], [9:Edge,0-8-6], [10:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.54 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.24 0.16 0.07 (loc) 13-14 13-14 10 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-18: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-16,5-14,6-14,7-14,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14 REACTIONS.(lb/size) 19=1271/Mechanical, 10=1283/Mechanical Max Horz 19=249(LC 5) Max Uplift 19=-38(LC 6), 10=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2299/168, 2-4=-1768/206, 4-5=-1718/302, 5-6=-1175/275, 6-7=-936/215, 7-8=-1325/221, 8-9=-1581/142, 1-19=-1201/117, 9-10=-1220/116 BOT CHORD 18-19=-249/273, 2-17=-6/439, 16-17=-129/1683, 13-14=0/921, 11-13=-25/1134 WEBS 2-16=-587/153, 14-16=-23/960, 5-16=-175/1154, 5-14=-231/642, 6-14=-879/207, 7-13=-47/425, 8-13=-306/156, 9-11=0/932, 1-18=-247/254, 1-17=-143/1662 NOTES- 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 1 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267375 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GlV6ZIqwDzPCqqvt17t2aWueTjEHrIpnHVwDEJyKw0s Scale = 1:74.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x6 4x6 4x8 5x6 3x4 3x4 3x8 6x10 2x4 3x4 3x6 4x10 3x6 4x6 6x10 4x8 4x6 3x12 6-3-0 6-3-0 9-3-0 3-0-0 16-3-0 7-0-0 20-11-8 4-8-8 30-7-8 9-8-0 6-3-0 6-3-0 9-3-0 3-0-0 12-11-8 3-8-8 16-3-0 3-3-8 20-11-8 4-8-8 26-0-0 5-0-8 30-7-8 4-7-8 0-11-58-9-1411-8-150-11-52-0-08-9-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [6:0-4-0,0-0-15], [7:0-3-0,0-2-1], [13:0-4-8,0-2-0], [15:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.77 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.56 0.16 0.07 (loc) 10-11 10-11 10 4 l/defl >999 >652 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-17: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-15,5-13,6-13,7-13,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-10 REACTIONS.(lb/size) 18=1252/Mechanical, 10=1278/Mechanical Max Horz 18=273(LC 5) Max Uplift 18=-37(LC 6), 10=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2258/156, 2-4=-1730/198, 4-5=-1703/297, 5-6=-1546/324, 6-7=-1144/201, 7-8=-1425/190, 8-9=-388/47, 1-18=-1181/115, 9-10=-316/49 BOT CHORD 17-18=-266/291, 2-16=-6/435, 15-16=-123/1652, 11-13=0/1017, 10-11=-49/1107 WEBS 2-15=-580/149, 13-15=-34/899, 5-15=-167/1026, 5-13=-241/882, 6-13=-1186/270, 7-13=-64/261, 7-11=-8/331, 8-10=-1234/127, 1-17=-263/271, 1-16=-136/1632 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 1 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267376 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:21:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GlV6ZIqwDzPCqqvt17t2aWuhrjGXrN9nHVwDEJyKw0s Scale = 1:73.3 1 2 3 4 5 6 7 8 14 13 12 11 10 915 16 17 3x6 4x6 4x8 4x8 3x4 3x4 3x6 3x6 4x6 4x8 3x8 4x6 4x6 3x6 6-3-0 6-3-0 12-11-8 6-8-8 22-11-8 10-0-0 30-7-8 7-8-0 6-3-0 6-3-0 12-11-8 6-8-8 18-3-0 5-3-8 22-11-8 4-8-8 26-7-12 3-8-4 30-7-8 3-11-12 0-11-57-1-1411-8-150-11-57-1-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-4-0,0-1-14], [6:0-4-0,0-1-4] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.62 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.66 0.05 0.04 (loc) 10-12 10-12 9 10-12 l/defl >999 >551 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-12,4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-12, 5-10, 7-9 REACTIONS.(lb/size) 14=1354/Mechanical, 9=1337/Mechanical Max Horz 14=248(LC 5) Max Uplift 14=-37(LC 6), 9=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1680/142, 2-4=-1361/214, 4-5=-1324/219, 5-6=-1161/161, 6-7=-1588/170, 7-8=-273/73, 1-14=-1288/115 BOT CHORD 13-14=-241/299, 12-13=-73/1213, 10-12=-26/1451, 9-10=-58/1173 WEBS 2-12=-392/181, 4-12=-151/1224, 5-12=-847/196, 5-10=-504/81, 6-10=-30/704, 1-13=0/1005, 7-9=-1466/76 NOTES- 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 14, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267377 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kx3UmeqZ_HX3R_U4bqPH7kRsy6Y_anLxV9gmnlyKw0r Scale = 1:74.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 3x6 4x6 4x8 5x6 3x4 3x6 3x6 4x6 4x8 4x8 6x10 4x6 4x6 10x10 6-3-0 6-3-0 12-11-8 6-8-8 20-7-13 7-8-5 25-4-5 4-8-8 30-7-8 5-3-3 6-3-0 6-3-0 12-11-8 6-8-8 18-0-0 5-0-8 20-7-13 2-7-13 25-4-5 4-8-8 30-7-8 5-3-3 31-10-0 1-2-8 0-11-55-1-1411-8-150-11-55-1-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [6:0-4-0,0-0-15], [7:0-3-0,0-2-1], [10:0-1-12,0-0-0], [10:Edge,0-8-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-S 0.63 0.80 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.49 0.05 0.07 (loc) 12-14 12-14 10 12-14 l/defl >999 >748 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 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* 2-14,4-14,5-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-14, 6-12 REACTIONS.(lb/size) 16=1340/Mechanical, 10=1396/0-3-8 Max Horz 16=-280(LC 4) Max Uplift 16=-37(LC 6), 10=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1669/138, 2-4=-1328/215, 4-5=-1284/226, 5-6=-2499/278, 6-7=-1835/175, 7-8=-1601/137, 1-16=-1282/112, 8-10=-1337/160 BOT CHORD 15-16=-240/326, 14-15=-41/1205, 12-14=0/1394, 11-12=0/1158 WEBS 2-14=-415/177, 4-14=-162/1190, 5-14=-843/191, 5-12=-122/1364, 6-12=-1778/223, 7-12=-38/997, 1-15=0/1016, 8-11=0/961 NOTES- 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; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 16 except (jt=lb) 10=102. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T11 Truss Type Hip Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267378 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-gKAFBKspWunnhIdSiFRlC9WDXwEd2hSEzS9treyKw0p Scale = 1:53.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 5x6 4x6 2x4 3x8 3x4 5x8 2x4 4x6 5x12 3x6 3x8 3x6 3x12 4x10 2-3-8 2-3-8 9-10-6 7-6-14 15-1-8 5-3-2 21-1-12 6-0-4 26-3-0 5-1-4 -1-2-8 1-2-8 2-3-8 2-3-8 6-0-15 3-9-7 9-10-6 3-9-7 15-1-8 5-3-2 16-0-10 0-11-2 21-1-12 5-1-3 26-3-0 5-1-4 0-11-58-11-149-2-00-8-01-0-08-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-3-0,0-2-1], [8:0-0-1,0-2-14], [8:Edge,0-0-1], [8:0-0-0,0-0-1] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.79 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.11 0.04 (loc) 12-13 13-14 8 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-15: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 16=1200/0-3-8, 8=1102/0-3-8 Max Horz 16=219(LC 5) Max Uplift 16=-63(LC 6), 8=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1851/91, 3-4=-1430/135, 4-5=-1304/169, 5-6=-928/166, 6-7=-1304/163, 7-8=-1453/112, 2-16=-1194/132 BOT CHORD 3-14=-29/290, 13-14=-188/1460, 12-13=-48/932, 6-12=0/435, 8-9=-8/1020 WEBS 3-13=-406/102, 5-13=-24/483, 9-12=-3/1010, 2-15=-145/265, 2-14=-153/1291 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T12 Truss Type Hip Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267379 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-8WkdPgtRHCveISCeGzy_lM2NuKYcn8oNB6uQN4yKw0o Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 5x6 4x8 3x6 2x4 3x12 5x12 2x4 2x4 3x8 4x8 2x4 3x6 5x6 3x6 3x12 4x10 2-3-8 2-3-8 7-3-6 4-11-14 15-1-8 7-10-2 20-8-3 5-6-11 26-3-0 5-6-13 -1-2-8 1-2-8 2-3-8 2-3-8 7-3-6 4-11-14 12-3-3 4-11-14 13-7-13 1-4-10 15-1-8 1-5-11 20-8-3 5-6-11 26-3-0 5-6-13 0-11-510-11-1411-2-00-8-01-0-010-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-3-0,0-2-1], [7:0-4-0,0-1-4], [11:Edge,0-0-1], [11:0-0-1,0-2-14], [11:0-0-0,0-0-1], [14:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.93 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.46 0.11 0.04 (loc) 14-15 14-15 11 15 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 7-14,6-15,6-14: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-14 WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size) 18=1218/0-3-8, 11=1111/0-3-8 Max Horz 18=265(LC 5) Max Uplift 18=-74(LC 6), 11=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1871/120, 3-5=-1553/124, 5-6=-1561/291, 6-7=-781/183, 7-8=-1185/268, 8-10=-1271/172, 10-11=-1459/115, 2-18=-1215/132 BOT CHORD 15-16=-191/1492, 14-15=0/769, 11-12=-4/1024 WEBS 3-15=-381/167, 5-15=-323/220, 7-14=-172/671, 6-15=-192/781, 2-17=-146/326, 12-14=0/1113, 2-16=-150/1279 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267380 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-cjI?c0u31W1VwcnrqgTDHabZxjwKWb7WQme_wWyKw0n Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x6 4x6 3x6 2x4 3x12 8x10 2x4 2x4 3x8 3x6 3x6 4x6 3x6 3x12 4x10 3x6 2-3-8 2-3-8 7-7-8 5-4-0 15-1-8 7-6-0 20-8-3 5-6-11 26-3-0 5-6-13 -1-2-8 1-2-8 2-3-8 2-3-8 7-7-8 5-4-0 12-11-8 5-4-0 15-1-8 2-2-0 20-8-3 5-6-11 26-3-0 5-6-13 0-11-511-8-150-8-01-0-010.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [10:Edge,0-0-1], [10:0-0-1,0-2-14], [10:0-0-0,0-0-1], [13:0-4-8,0-2-12] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.77 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.32 0.11 0.04 (loc) 13-14 13-14 10 13-14 l/defl >999 >979 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-13,6-13: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-13 WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size) 17=1195/0-3-8, 10=1074/0-3-8 Max Horz 17=280(LC 5) Max Uplift 17=-75(LC 6), 10=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1842/126, 3-5=-1486/125, 5-6=-912/180, 6-7=-1129/271, 7-9=-1200/170, 9-10=-1405/113, 2-17=-1193/131 BOT CHORD 14-15=-187/1482, 13-14=-18/1068, 10-11=-2/985 WEBS 3-14=-427/174, 5-14=0/388, 5-13=-579/153, 6-13=-219/1020, 11-13=0/1006, 2-15=-138/1271, 2-16=-156/313 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T14 Truss Type COMMON Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267381 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-4vsNpLuhop9MYlM1NO_Sqn8iE7GkF7OgfQNXSyyKw0m Scale = 1:69.7 1 2 3 4 5 6 7 8 12 11 10 913 14 15 16 17 18 3x6 4x6 3x6 3x6 3x6 4x6 4x6 2x4 4x8 3x6 3x8 8-3-14 8-3-14 17-7-2 9-3-4 26-3-0 8-7-14 -1-2-8 1-2-8 6-3-13 6-3-13 12-11-8 6-7-11 19-7-3 6-7-11 26-3-0 6-7-13 0-11-511-8-150-8-010.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-0-1], [8:0-0-1,0-2-14], [8:Edge,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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.83 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.40 0.04 0.05 (loc) 9-11 9-11 8 8-9 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-11,7-9,2-12: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12 REACTIONS.(lb/size) 8=1271/0-3-8, 12=1347/0-3-8 Max Horz 12=281(LC 5) Max Uplift 8=-36(LC 7), 12=-78(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/176, 3-5=-1444/256, 5-7=-1506/264, 7-8=-1626/128, 2-12=-493/189 BOT CHORD 11-12=-58/1088, 9-11=0/752, 8-9=-0/1149 WEBS 3-11=-276/243, 5-11=-129/692, 5-9=-139/799, 7-9=-325/253, 3-12=-1113/0 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 12. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T15 Truss Type COMMON Qty 3 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267382 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Z5Ql1hvJZ7HD9vxDx5VhM?gtlXd8_akpu475_PyKw0l Scale = 1:69.7 1 2 3 4 5 6 7 8 9 13 12 11 1014 15 16 17 18 19 3x6 4x6 3x6 3x6 3x6 4x6 4x6 2x4 4x8 3x6 3x8 8-3-14 8-3-14 17-7-2 9-3-4 26-3-0 8-7-14 -1-2-8 1-2-8 6-3-13 6-3-13 12-11-8 6-7-11 19-7-3 6-7-11 26-3-0 6-7-13 27-1-8 0-10-8 0-11-511-8-150-8-010.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-0-1], [8:0-0-1,0-2-14], [8:Edge,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-S 0.61 0.75 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.40 0.04 0.05 (loc) 10-12 10-12 8 8-10 l/defl >999 >769 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-12,7-10,2-13: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13 REACTIONS.(lb/size) 8=1334/0-3-8, 13=1346/0-3-8 Max Horz 13=277(LC 5) Max Uplift 8=-68(LC 7), 13=-77(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/176, 3-5=-1442/255, 5-7=-1501/260, 7-8=-1649/127, 2-13=-493/190 BOT CHORD 12-13=-51/1087, 10-12=0/750, 8-10=0/1144 WEBS 3-12=-276/243, 5-12=-128/692, 5-10=-135/793, 7-10=-320/246, 3-13=-1111/0 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267383 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1H_8E1wyKRP4n3WQVp1wvCD2ox0Wjzhz6kseWryKw0k Scale = 1:67.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 3x6 4x8 4x6 3x6 3x4 3x6 3x6 5x6 3x4 3x8 3x6 5x6 4x6 3x4 4x6 6-3-0 6-3-0 12-10-9 6-7-9 17-8-15 4-10-6 24-4-8 6-7-9 30-7-8 6-3-0 6-3-0 6-3-0 12-10-9 6-7-9 17-8-15 4-10-6 24-4-8 6-7-9 30-7-8 6-3-0 0-11-511-8-20-11-511-8-210.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [8:0-2-12,0-1-8] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.49 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.05 0.03 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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* 2-13,4-13,4-11,5-11,7-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-11, 7-11 REACTIONS.(lb/size) 15=1369/0-3-8, 9=1363/0-3-8 Max Horz 15=-272(LC 4) Max Uplift 15=-36(LC 6), 9=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1715/143, 2-4=-1356/223, 4-5=-930/224, 5-7=-1347/223, 7-8=-1706/143, 1-15=-1316/114, 8-9=-1310/114 BOT CHORD 14-15=-266/309, 13-14=-102/1240, 11-13=-41/937, 10-11=-9/1233 WEBS 2-13=-416/173, 4-13=-47/481, 5-11=-35/450, 7-11=-417/173, 1-14=0/1059, 8-10=0/1052 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T17 Truss Type Hip Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267384 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1H_8E1wyKRP4n3WQVp1wvCD7tx_aj30z6kseWryKw0k Scale = 1:51.6 1 2 3 4 5 6 7 8 9 10 13 12 11 4x8 5x6 6x8 3x4 3x6 3x8 2x4 3x6 2x4 6x8 3x4 9-10-6 9-10-6 13-11-10 4-1-3 23-10-0 9-10-6 -1-2-8 1-2-8 5-0-15 5-0-15 9-10-6 4-9-7 13-11-10 4-1-3 18-9-1 4-9-7 23-10-0 5-0-15 25-0-8 1-2-8 0-8-118-9-48-11-60-8-118-9-410.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-4], [6:0-3-0,0-2-1] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.27 0.61 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.44 0.03 -0.02 (loc) 11-20 11-20 9 13-16 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 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* 4-13,7-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size) 2=1067/0-3-8, 9=1075/0-3-8 Max Horz 2=-193(LC 4) Max Uplift 2=-68(LC 6), 9=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1063/140, 4-5=-1020/161, 5-6=-708/165, 6-7=-1032/161, 7-9=-1213/140 BOT CHORD 2-13=-68/870, 11-13=0/717, 9-11=0/879 WEBS 5-13=-14/341, 6-11=-26/354 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T18 Truss Type Common Qty 3 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267385 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zg5ufjxCs2fo0NgocD3O_dISokf2ByAGa2LlbkyKw0i Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 14 13 1223 24 25 26 27 3x6 4x6 3x6 5x8 3x4 3x6 3x6 2x4 3x6 2x4 5x8 3x4 8-0-8 8-0-8 15-9-8 7-9-0 23-10-0 8-0-8 -1-2-8 1-2-8 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 23-10-0 6-1-4 25-0-8 1-2-8 0-8-1110-7-140-8-1110.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.37 0.68 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.27 0.04 0.04 (loc) 12-14 12-14 10 14-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 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* 8-12,4-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1211/0-3-8, 10=1213/0-3-8 Max Horz 2=234(LC 5) Max Uplift 2=-72(LC 6), 10=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1395/120, 4-6=-1296/229, 6-8=-1299/229, 8-10=-1399/120 BOT CHORD 2-14=-40/1003, 12-14=0/683, 10-12=0/1006 WEBS 6-12=-118/651, 8-12=-303/211, 6-14=-118/643, 4-14=-303/211 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T19 Truss Type Half Hip Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267386 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-RsfGt3yqdMneeXF?AxadXrrb887rwPRPpi5I7AyKw0h Scale = 1:38.7 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 5x6 3x4 5-4-0 5-4-0 7-0-0 1-8-0 -1-2-8 1-2-8 5-4-0 5-4-0 7-0-0 1-8-0 1-2-06-4-16-6-06-0-90-3-86-4-112.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.19 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=358/0-3-8, 5=260/0-1-8 Max Horz 7=231(LC 6) Max Uplift 5=-92(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-309/23 BOT CHORD 6-7=-282/116 WEBS 3-5=-264/143, 2-6=-50/252 NOTES- 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss T20 Truss Type Piggyback Base Qty 5 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267387 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-RsfGt3yqdMneeXF?AxadXrrY28?RwF8Ppi5I7AyKw0h Scale = 1:72.1 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 4x6 4x8 3x8 3x8 3x6 3x6 3x6 2x4 3x8 3x8 2x4 9-0-2 9-0-2 12-7-14 3-7-12 21-8-0 9-0-2 -1-2-8 1-2-8 3-6-0 3-6-0 9-0-2 5-6-2 12-7-14 3-7-12 18-2-0 5-6-2 21-8-0 3-6-0 22-10-8 1-2-8 2-11-1412-0-02-11-1412-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.67 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.52 0.02 0.01 (loc) 9-10 9-10 9 9-10 l/defl >999 >497 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 6-10 REACTIONS.(lb/size) 13=1060/0-3-8, 9=1060/0-3-8 Max Horz 13=-306(LC 4) Max Uplift 13=-51(LC 6), 9=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-749/203, 4-5=-441/204, 5-6=-748/203 BOT CHORD 12-13=-190/427, 10-12=-43/440, 9-10=0/427 WEBS 3-13=-796/18, 6-9=-795/17 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267388 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-v3De4PzSOfvVGgpBke5s32Ol1YPufiQY1MqsfcyKw0g Scale = 1:50.2 1 2 3 4 5 6 7 9 810 11 12 13 14 15 16 17 6x16 4x6 5x8 6x16 4x6 10x10 2x4 10x10 2x4 4-10-13 4-10-13 9-6-3 4-7-5 14-5-0 4-10-13 3-9-0 3-9-0 7-2-8 3-5-8 10-8-0 3-5-8 14-5-0 3-9-0 1-2-08-4-81-2-012.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [7:0-9-1,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-S 0.57 0.40 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.02 0.03 (loc) 7-8 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-9-5, Right 2x6 SPF No.2 2-9-5 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=4981/0-3-8, 7=5394/0-3-8 Max Horz 1=185(LC 4) Max Uplift 1=-184(LC 6), 7=-212(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4922/228, 3-4=-4618/309, 4-5=-4715/315, 5-7=-5017/233 BOT CHORD 1-9=-165/3193, 8-9=-91/2411, 7-8=-93/3262 WEBS 4-8=-234/3348, 5-8=-71/412, 4-9=-219/3101, 3-9=-71/412 NOTES- 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=184, 7=212. 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) 1349 lb down and 48 lb up at 1-7-12, 1349 lb down and 48 lb up at 3-7-12, 1241 lb down and 50 lb up at 5-7-12, 1199 lb down and 49 lb up at 7-7-12, 1334 lb down and 49 lb up at 9-3-12, and 1320 lb down and 49 lb up at 11-3-12, and 1344 lb down and 64 lb up at 13-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267388 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:11 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-v3De4PzSOfvVGgpBke5s32Ol1YPufiQY1MqsfcyKw0g LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-13=-20, 13-15=-60, 7-15=-20 Concentrated Loads (lb) Vert: 8=-1334(F) 10=-1349(F) 11=-1349(F) 12=-1241(F) 14=-1199(F) 16=-1320(F) 17=-1344(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267389 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-NFn1Hl_49z2MtqONIMc5cGwzRykEOEFiG0aPC2yKw0f Scale = 1:42.4 1 2 3 4 5 10 9 8 7 6 11 12 8x8 4x6 8x8 8x8 8x8 10x10 3x12 3x12 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 1-2-06-7-01-2-01-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge], [6:0-1-12,0-1-12], [10:0-1-12,0-1-12], [10:Edge,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-S 0.34 0.45 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.10 0.04 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-9: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,5-7,1-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 10=2650/0-3-8, 6=4001/0-3-8 Max Horz 10=154(LC 4) Max Uplift 10=-452(LC 6), 6=-550(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2357/425, 1-2=-3883/729, 2-3=-3491/733, 3-4=-3484/748, 4-5=-6150/839, 5-6=-3729/499 BOT CHORD 8-9=-633/2702, 7-8=-561/4039 WEBS 3-8=-962/4573, 4-8=-1679/195, 4-7=-100/2273, 5-7=-595/4418, 2-8=-292/132, 1-9=-521/2772 NOTES- 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-6-0 oc, Except member 8-4 2x4 - 1 row at 0-9-0 oc, member 7-4 2x4 - 2 rows staggered at 0-3-0 oc, member 7-5 2x4 - 1 row at 0-9-0 oc, member 8-2 2x4 - 1 row at 0-9-0 oc, member 9-2 2x4 - 2 rows staggered at 0-3-0 oc , member 9-1 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=452, 6=550. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down at 1-3-8, 158 lb down at 3-3-12, 2898 lb down and 951 lb up at 5-4-8, and 1285 lb down and 43 lb up at 7-3-12, and 1339 lb down and 50 lb up at 9-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267389 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:12 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-NFn1Hl_49z2MtqONIMc5cGwzRykEOEFiG0aPC2yKw0f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 9-10=-20, 7-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 9=-128(B) 7=-1339(B) 8=-2898(B) 11=-158(B) 12=-1285(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267390 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-rRLPV4?iwHADV_zZr37K9TT8RM367hZrVgJykVyKw0e Scale = 1:42.4 1 2 3 4 5 10 9 8 7 6 11 12 13 14 8x8 4x6 8x8 8x8 8x8 10x10 3x12 3x12 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 1-3-8 1-3-8 5-5-0 4-1-8 9-6-8 4-1-8 10-10-0 1-3-8 1-2-06-7-01-2-01-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge], [6:0-1-12,0-1-12], [10:0-1-12,0-1-12], [10:Edge,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-S 0.32 0.48 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.10 0.12 0.03 (loc) 8-9 8-9 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-9: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,5-7,1-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 10=3497/0-3-8, 6=3868/0-3-8 Max Horz 10=-154(LC 3) Max Uplift 10=-148(LC 6), 6=-193(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-3326/154, 1-2=-5486/285, 2-3=-3246/191, 3-4=-3244/205, 4-5=-5894/301, 5-6=-3575/171 BOT CHORD 8-9=-311/3633, 7-8=-184/3861 WEBS 3-8=-197/4225, 4-8=-1669/204, 4-7=-101/2259, 5-7=-213/4231, 2-8=-1420/199, 2-9=-149/1893, 1-9=-209/3949 NOTES- 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 7-4 2x4 - 2 rows staggered at 0-2-0 oc, member 9-2 2x4 - 2 rows staggered at 0-2-0 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=148, 6=193. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1343 lb down and 48 lb up at 1-9-12, 1343 lb down and 48 lb up at 3-9-12, 1263 lb down and 71 lb up at 5-9-12, and 1258 lb down and 71 lb up at 7-9-12, and 1317 lb down and 71 lb up at 9-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267390 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:13 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-rRLPV4?iwHADV_zZr37K9TT8RM367hZrVgJykVyKw0e LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 9-10=-20, 7-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 7=-1317(B) 11=-1343(B) 12=-1343(B) 13=-1263(B) 14=-1258(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267391 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-KevniQ?LhaI478YmPnfZhh0HllK3s99?jK3WGxyKw0d Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1124 25 26 27 28 29 30 31 32 33 5x8 5x8 8x10 3x4 8x10 3x4 4x6 3x8 2x4 2x4 3x8 3x8 2x4 4x6 8-8-0 8-8-0 15-3-12 6-7-12 21-11-8 6-7-12 30-7-8 8-8-0 -1-2-8 1-2-8 4-5-12 4-5-12 8-8-0 4-2-4 15-3-12 6-7-12 21-11-8 6-7-12 26-1-12 4-2-4 30-7-8 4-5-12 0-11-57-11-148-2-00-11-57-11-1410.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-4], [7:0-4-0,0-1-4] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.48 0.81 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.07 0.12 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 311 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-15,6-11: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=2918/Mechanical, 2=3032/0-3-8 Max Horz 2=181(LC 12) Max Uplift 10=-927(LC 6), 2=-992(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3790/1322, 4-5=-3636/1350, 5-6=-2754/1074, 6-7=-2710/1045, 7-8=-3581/1309, 8-10=-3735/1285 BOT CHORD 2-15=-1103/2814, 13-15=-1345/3464, 11-13=-1345/3464, 10-11=-908/2777 WEBS 5-15=-771/1943, 6-15=-1132/533, 6-13=-531/1168, 6-11=-1201/581, 7-11=-747/1909 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=927, 2=992. 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267391 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:14 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-KevniQ?LhaI478YmPnfZhh0HllK3s99?jK3WGxyKw0d NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 144 lb up at 4-8-12, 240 lb down and 104 lb up at 6-8-12, 240 lb down and 168 lb up at 8-8-12, 240 lb down and 168 lb up at 9-10-12, 240 lb down and 168 lb up at 11-10-12, 240 lb down and 168 lb up at 13-10-12, 240 lb down and 168 lb up at 15-10-12, 240 lb down and 168 lb up at 17-10-12, 240 lb down and 168 lb up at 19-10-12, 240 lb down and 168 lb up at 21-10-12, and 240 lb down and 104 lb up at 23-10-12, and 379 lb down and 144 lb up at 25-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-10=-60, 20-26=-20, 26-30=-60, 16-30=-20 Concentrated Loads (lb) Vert: 14=-240 15=-240 11=-240 24=-379(F) 25=-240 26=-240 27=-240 28=-240 29=-240 31=-240 32=-240 33=-379(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267392 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-oqT9wm0zSuQxkI7yzUAoEuYNj9fYbYt8y_o3oNyKw0c Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 3x6 4x6 5x10 MT18HS 5x8 3x4 4x8 3x6 4x6 4x8 5x12 8x10 2x4 6x10 3x6 4x6 6-3-0 6-3-0 12-11-8 6-8-8 23-0-10 10-1-2 27-9-2 4-8-8 30-7-8 2-10-6 6-3-0 6-3-0 12-11-8 6-8-8 18-0-0 5-0-8 23-0-10 5-0-10 27-9-2 4-8-8 30-7-8 2-10-6 31-10-0 1-2-8 0-11-53-1-1411-8-150-11-53-1-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [6:0-5-0,0-1-14], [7:0-4-0,0-1-4], [9:0-5-12,0-1-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.86 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.63 0.05 0.13 (loc) 12-14 12-14 9 12-14 l/defl >999 >577 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-13: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,6-12,7-11,1-16,1-15: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-8-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-14 REACTIONS.(lb/size) 16=1364/Mechanical, 9=1417/0-3-8 Max Horz 16=-269(LC 3) Max Uplift 16=-52(LC 5), 9=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1700/106, 2-4=-1365/195, 4-5=-1326/200, 5-6=-3667/343, 6-7=-2869/204, 7-9=-1677/215, 1-16=-1304/84 BOT CHORD 15-16=-238/317, 14-15=-66/1228, 12-14=-10/1433, 11-12=-88/1202, 9-11=-89/1197 WEBS 2-14=-409/179, 4-14=-147/1246, 5-14=-859/236, 5-12=-226/2303, 6-12=-2588/309, 7-12=-22/1932, 1-15=0/1037 NOTES- 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; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=188. 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) 43 lb down and 57 lb up at 26-3-12, and 70 lb down and 34 lb up at 27-9-2 on top chord, and 5 lb down and 23 lb up at 26-3-12, and 5 lb down and 32 lb up at 27-9-2 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). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267392 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-oqT9wm0zSuQxkI7yzUAoEuYNj9fYbYt8y_o3oNyKw0c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-7=-60, 7-10=-60, 15-16=-20, 15-18=-60, 13-18=-20, 13-19=-60, 9-19=-20 Concentrated Loads (lb) Vert: 11=6(B) 20=-3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267393 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-G01X761bDBYoMSi8WCh1m65eUZ2OK0OIBeYdLqyKw0b Scale = 1:48.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 5x6 5x6 2x4 3x12 2x4 2x4 4x8 4x6 6x10 4x10 3x6 2x4 3x6 4x10 5x12 2-3-8 2-3-8 7-5-10 5-2-2 15-1-8 7-7-14 18-5-6 3-3-14 22-2-15 3-9-9 26-3-0 4-0-1 -1-2-8 1-2-8 2-3-8 2-3-8 7-5-10 5-2-2 15-1-8 7-7-14 18-5-6 3-3-14 22-2-15 3-9-9 26-3-0 4-0-1 27-1-8 0-10-8 0-11-56-11-147-2-00-8-01-0-06-11-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [13:0-4-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.69 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.10 0.14 (loc) 13-14 13-14 8 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 16-17: 2x4 SPF No.2, 13-15,8-12: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 17=2264/0-3-8, 8=2217/0-3-8 Max Horz 17=167(LC 4) Max Uplift 17=-774(LC 5), 8=-774(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3889/1453, 3-4=-3267/1260, 4-5=-2858/1161, 5-6=-2827/1149, 6-7=-2722/1094, 7-8=-3033/1097, 2-17=-2277/809 BOT CHORD 16-17=-287/205, 3-15=-185/428, 14-15=-1285/3096, 13-14=-1004/2420, 5-13=-496/207, 10-11=-742/2167, 8-10=-742/2167 WEBS 3-14=-662/312, 4-14=-574/1332, 4-13=-360/614, 11-13=-853/2170, 6-13=-722/1611, 7-10=-38/257, 2-16=-262/600, 2-15=-1126/2706 NOTES- 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: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=774, 8=774. 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267393 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:16 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-G01X761bDBYoMSi8WCh1m65eUZ2OK0OIBeYdLqyKw0b NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 389 lb down and 226 lb up at 5-6-6, 199 lb down and 149 lb up at 7-6-6, 199 lb down and 149 lb up at 9-6-6, 208 lb down and 110 lb up at 11-6-6, 199 lb down and 149 lb up at 13-6-6, 199 lb down and 149 lb up at 15-3-4, 199 lb down and 149 lb up at 17-6-6, and 199 lb down and 149 lb up at 18-4-10, and 383 lb down and 210 lb up at 20-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-9=-60, 16-17=-20, 14-15=-20, 14-19=-60, 13-19=-20, 8-12=-20 Concentrated Loads (lb) Vert: 14=-199 13=-199 11=-199 18=-389(B) 19=-199 20=-208 21=-199 22=-199 23=-383(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267394 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kDawLS2D_Vgf_bHL4vCGJJempzNc3YyRQIHAtGyKw0a Scale = 1:43.5 1 2 3 4 5 6 7 8 11 10 9121314 15 16 17 18 4x8 5x6 4x8 4x6 3x8 2x4 3x6 2x4 4x8 7-5-10 7-5-10 16-4-6 8-10-13 23-10-0 7-5-10 -1-2-8 1-2-8 3-9-10 3-9-10 7-5-10 3-8-0 16-4-6 8-10-13 20-0-6 3-8-0 23-10-0 3-9-10 25-0-8 1-2-8 0-8-116-9-46-11-60-8-116-9-410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-10], [2:0-1-6,0-4-7], [2:0-0-11,0-0-13], [4:0-4-0,0-1-4], [5:0-3-0,0-2-1], [7:0-0-11,0-0-13], [7:0-1-6,0-4-7], [7:Edge,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.76 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.27 0.03 0.13 (loc) 9-11 9-11 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2237/0-3-8, 7=2305/0-3-8 Max Horz 2=-153(LC 11) Max Uplift 2=-632(LC 5), 7=-661(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/879, 3-4=-2819/904, 4-5=-2136/726, 5-6=-2926/949, 6-7=-3075/924 BOT CHORD 2-11=-705/2085, 9-11=-680/2216, 7-9=-590/2161 WEBS 4-11=-489/1334, 5-9=-554/1462 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=632, 7=661. 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) 384 lb down and 166 lb up at 5-6-6, 279 lb down and 139 lb up at 7-6-6, 279 lb down and 139 lb up at 9-6-6, 279 lb down and 139 lb up at 11-6-6, 246 lb down and 139 lb up at 13-6-6, 242 lb down and 139 lb up at 15-6-6, and 258 lb down and 139 lb up at 16-3-10, and 384 lb down and 166 lb up at 18-3-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Executive 293 Westvale at Jackson's Job Reference (optional) I35267394 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kDawLS2D_Vgf_bHL4vCGJJempzNc3YyRQIHAtGyKw0a LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-15=-20, 9-15=-60, 7-9=-20 Concentrated Loads (lb) Vert: 11=-279 9=-258 12=-384(B) 13=-279 14=-279 16=-246 17=-242 18=-384(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss TG08 Truss Type Half Hip Girder Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267395 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CP8IYo2rkpoWblsXecjVrXAzrNsXo3Vaey1jPiyKw0Z Scale = 1:29.7 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 3x4 2x4 3x4 3-8-0 3-8-0 7-0-0 3-4-0 -1-2-8 1-2-8 3-8-0 3-8-0 7-0-0 3-4-0 1-2-04-8-14-10-04-8-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.14 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=399/Mechanical, 7=446/0-3-8 Max Horz 7=178(LC 5) Max Uplift 5=-129(LC 5), 7=-75(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-325/61, 2-7=-375/109 WEBS 3-5=-265/143 NOTES- 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=129. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 120 lb up at 3-8-0, and 63 lb down and 85 lb up at 5-0-12 on top chord, and 70 lb down at 3-8-0, and 47 lb down at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-83(F) 6=-46(F) 8=-63(F) 9=-35(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267396 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-gbigl83TV6wNDvRjCKEkOkj9sm5iXW3ktcmHx8yKw0Y Scale = 1:33.7 1 2 3 4 5 10 9 8 7 6 2x4 4x6 3x4 2x4 3x8 3x4 3x4 4x8 3x4 2-3-8 2-3-8 4-4-0 2-0-8 6-0-0 1-8-0 -1-2-8 1-2-8 2-3-8 2-3-8 4-4-0 2-0-8 6-0-0 1-8-0 1-2-05-6-04-6-01-0-05-6-012.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.53 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.02 0.01 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 6=409/Mechanical, 10=384/0-3-8 Max Horz 10=203(LC 5) Max Uplift 6=-211(LC 5), 10=-41(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/41, 2-10=-343/89 WEBS 4-7=-75/261, 4-6=-349/210 NOTES- 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 10 except (jt=lb) 6=211. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 149 lb up at 4-4-0 on top chord, and 170 lb down and 52 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 7=-118(F) 4=-138(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG10 Truss Type Half Hip Girder Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267397 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-gbigl83TV6wNDvRjCKEkOkj92mCLXVtktcmHx8yKw0Y Scale = 1:34.8 1 2 3 4 7 6 5 2x4 4x6 3x4 2x4 4x8 3x4 4-4-0 4-4-0 6-0-0 1-8-0 -1-2-8 1-2-8 4-4-0 4-4-0 6-0-0 1-8-0 1-2-05-6-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.10 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=403/Mechanical, 7=384/0-3-8 Max Horz 7=203(LC 5) Max Uplift 5=-195(LC 5), 7=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-326/89 WEBS 3-5=-355/249 NOTES- 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 7 except (jt=lb) 5=195. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down and 223 lb up at 4-4-0 on top chord, and 134 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-72(B) 3=-176(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG11 Truss Type Half Hip Girder Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267398 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-8oG2zU46GQ2Er3?wl1lzxyGMoAYLGyXt6GWqUbyKw0X Scale = 1:33.7 1 2 3 4 7 6 5 2x4 4x6 3x6 4x6 2x4 4x8 4-4-0 4-4-0 6-0-0 1-8-0 -1-2-8 1-2-8 4-4-0 4-4-0 6-0-0 1-8-0 0-11-65-3-612.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-9], [3:0-6-8,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.12 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-6 2-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 5=404/Mechanical, 2=373/0-3-8 Max Horz 2=181(LC 5) Max Uplift 5=-151(LC 5), 2=-30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/49 WEBS 3-5=-343/145 NOTES- 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 2 except (jt=lb) 5=151. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 172 lb up at 4-4-0 on top chord, and 120 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-87(F) 3=-149(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG12 Truss Type GABLE Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267399 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5AOoO95Mo1Ix4N9ItSoR0NLiz_B3kpbAZa?xYTyKw0V Scale = 1:70.9 1 2 3 4 5 6 7 8 21 20 19 18 17 16 15 14 13 12 11 10 9 46 47 48 4950 4x6 4x6 4x6 3x4 4x6 3x4 4x6 4x6 4x6 5-7-4 5-7-4 9-0-2 3-4-14 12-7-14 3-7-12 16-0-12 3-4-14 21-8-0 5-7-4 -1-2-8 1-2-8 4-7-13 4-7-13 9-0-2 4-4-5 12-7-14 3-7-12 17-0-3 4-4-5 21-8-0 4-7-13 22-10-8 1-2-8 2-11-1412-0-02-11-1412-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.29 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 0.01 0.02 (loc) 14-15 14-15 9 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,3-21,7-9,6-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 22-23,34-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-14, 3-21, 6-9 REACTIONS.All bearings 5-10-12. (lb) - Max Horz 21=-303(LC 3) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 11, 10 except 21=-155(LC 6), 9=-153(LC 6), 17=-149(LC 4), 18=-114(LC 9), 13=-127(LC 3), 12=-113(LC 10) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 12, 11, 10 except 21=906(LC 1), 9=906(LC 1), 17=373(LC 9), 17=313(LC 1), 13=364(LC 10), 13=303(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-681/263, 4-5=-409/217, 5-6=-681/262 BOT CHORD 20-21=-203/422, 19-20=-203/422, 18-19=-203/422, 17-18=-203/422, 15-17=-203/422, 14-15=-128/409, 13-14=-75/422, 12-13=-75/422, 11-12=-75/422, 10-11=-75/422, 9-10=-75/422 WEBS 3-21=-768/115, 6-9=-768/111 NOTES- 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 11, 10 except (jt=lb) 21=155, 9=153, 17=149, 18=114, 13=127, 12=113. 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss TG12 Truss Type GABLE Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267399 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:22 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5AOoO95Mo1Ix4N9ItSoR0NLiz_B3kpbAZa?xYTyKw0V NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 28 lb up at 6-6-0, 36 lb down and 28 lb up at 8-6-0, 36 lb down and 28 lb up at 10-6-0, and 36 lb down and 28 lb up at 12-6-0, and 36 lb down and 28 lb up at 14-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 19-21=-20, 19-46=-60, 15-46=-20, 14-15=-60, 14-50=-20, 11-50=-60, 9-11=-20 Concentrated Loads (lb) Vert: 14=-36 46=-36 47=-36 48=-36 49=-36 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J18805334 Truss V01 Truss Type Valley Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267400 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZMyBbV6_ZLQoiWkURAJgYatq9OaDTK2JoEkU5wyKw0U Scale = 1:36.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-7-11 11-7-7 5-9-14 5-9-14 11-7-11 5-9-14 0-0-45-9-140-0-412.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.11 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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 11-7-3. (lb) - Max Horz 1=-127(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 6), 6=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=296(LC 10), 6=296(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=148, 6=147. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss V02 Truss Type Valley Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267401 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZMyBbV6_ZLQoiWkURAJgYatsgOZ3TLjJoEkU5wyKw0U Scale = 1:27.6 1 2 3 43x6 4x6 3x6 2x4 8-3-7 8-3-7 8-3-11 0-0-4 4-1-14 4-1-14 8-3-11 4-1-14 0-0-44-1-140-0-412.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.18 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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=170/8-3-3, 3=170/8-3-3, 4=269/8-3-3 Max Horz 1=-88(LC 4) Max Uplift 1=-18(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss V03 Truss Type Valley Qty 1 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267402 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1ZVZpr7cKfYfKgJh_tqv5oQ3znwNCoZT1uU2dMyKw0T Scale = 1:15.2 1 2 3 4 2x4 4x6 2x4 2x4 4-11-7 4-11-7 4-11-11 0-0-4 2-5-14 2-5-14 4-11-11 2-5-14 0-0-42-5-140-0-412.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=102/4-11-3, 3=102/4-11-3, 4=138/4-11-3 Max Horz 1=-50(LC 4) Max Uplift 1=-17(LC 7), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss V04 Truss Type Valley Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267403 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1ZVZpr7cKfYfKgJh_tqv5oQ3XnvMCoQT1uU2dMyKw0T Scale = 1:20.9 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 6-0-11 6-0-7 3-0-6 3-0-6 6-0-11 3-0-6 0-0-43-0-60-0-412.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.18 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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=119/6-0-3, 3=119/6-0-3, 4=191/6-0-3 Max Horz 1=-62(LC 4) Max Uplift 1=-14(LC 7), 3=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 Job J18805334 Truss V05 Truss Type Valley Qty 2 Ply 1 Executive 293 Westvale at Jackson's Job Reference (optional) I35267404 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Nov 9 12:22:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Vl3x0B8E5ygWxqutYaL8e?zGsBGlxFAcFXDb9oyKw0S Scale = 1:9.6 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-8-11 2-8-7 1-4-6 1-4-6 2-8-11 1-4-6 0-0-41-4-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-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: 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 2-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=81/2-8-3, 3=81/2-8-3 Max Horz 1=-23(LC 4) Max Uplift 1=-2(LC 7), 3=-2(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. November 9,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.