Loading...
HomeMy WebLinkAboutI35981932.B1880370016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). January 29,2019 Liu, Xuegang Pages or sheets covered by this seal: I35981932 thru I35982062 My license renewal date for the state of Indiana is July 31, 2020. B18803700 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: McKenzie 287 Westvale 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981932 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:34 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fSS2Q0ybLPhWBZ_ZUqu6lnLvLzRs8DEb7ZYfpYzqYpt Scale = 1:24.5 1 2 3 10 11 4 12 13 53x12 4x6 4-11-9 4-11-9 -2-1-13 2-1-13 4-11-9 4-11-9 1-0-124-0-80-7-53-5-34-0-87.20 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.24 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=153/Mechanical, 2=455/0-3-8, 5=55/Mechanical Max Horz 2=147(LC 5) Max Uplift 4=-73(LC 5), 2=-83(LC 5) Max Grav 4=153(LC 1), 2=455(LC 1), 5=88(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) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 29 lb up at 2-5-6, and 61 lb down and 81 lb up at 3-3-4 on top chord, and 3 lb down and 23 lb up at 2-5-6, and 1 lb down at 3-3-4 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: 1-4=-80, 5-6=-20 Concentrated Loads (lb) Vert: 13=-1(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981933 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:35 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7e?QdMzE6jpNpjZl2YPLI_u18Mm?tgUlLDHDL_zqYps Scale = 1:28.8 1 2 5 6 7 8 3 9 10 11 4 3x4 3x4 5-11-8 5-11-8 -1-6-5 1-6-5 5-11-8 5-11-8 1-4-24-11-14-3-114-11-17.20 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.02 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 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=439/0-3-8, 3=206/Mechanical, 4=70/Mechanical Max Horz 5=164(LC 5) Max Uplift 5=-80(LC 5), 3=-126(LC 5), 4=-5(LC 5) Max Grav 5=439(LC 1), 3=206(LC 1), 4=116(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-390/101 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, 4 except (jt=lb) 3=126. 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) 65 lb down and 22 lb up at 0-11-12, and 48 lb down and 71 lb up at 3-5-14, and 60 lb down and 91 lb up at 4-3-12 on top chord, and 2 lb down and 22 lb up at 0-11-12, and 3 lb down and 34 lb up at 3-5-14, and 11 lb down at 4-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 8=-2(B) 9=6(B) 10=1(F) 11=-11(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981934 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:36 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bqZprizst1xEQt8xcFwaqCRBRm74c7kuat1muQzqYpr Scale = 1:28.0 1 2 3 4 5 10 11 2x4 4x10 4x6 2x4 5-10-2 5-10-2 -2-1-13 2-1-13 5-10-2 5-10-2 1-0-124-6-134-3-50-3-84-6-137.20 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.46 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (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: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=600/0-3-8, 5=222/0-1-8 Max Horz 2=127(LC 4) Max Uplift 2=-102(LC 5), 5=-65(LC 4) 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) 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) 5 except (jt=lb) 2=102. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 5 lb up at -2-1-13, and 59 lb down and 64 lb up at 3-3-4, and 51 lb down and 48 lb up at 3-5-1 on top chord, and 10 lb down at 3-3-4, and 4 lb down and 20 lb up at 3-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 5-6=-20 Concentrated Loads (lb) Vert: 1=-80(F) 11=-0(F=-10, B=9) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG04 Truss Type Diagonal Hip Girder Qty 4 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981935 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:36 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bqZprizst1xEQt8xcFwaqCREJm6Pc6buat1muQzqYpr Scale: 3/8"=1' 1 2 3 5 4 6 7 8 9 2x4 5x6 2x4 4x6 6-2-4 6-2-4 -2-1-13 2-1-13 6-2-4 6-2-4 1-7-115-4-45-0-120-3-85-4-47.20 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.17 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.00 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: 39 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=516/0-3-8, 4=261/0-1-8 Max Horz 5=160(LC 10) Max Uplift 5=-122(LC 5), 4=-126(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-453/131 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) 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) 5=122, 4=126. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 69 lb up at 2-11-8, and 48 lb down and 87 lb up at 3-9-3 on top chord, and 4 lb down and 22 lb up at 2-11-8, and 7 lb down and 33 lb up at 3-9-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(B) 9=-4(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981936 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:37 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-317B22_UeK3521j8AyRpNPzKmAHgLY71pXmJQtzqYpq Scale = 1:39.1 1 2 6 5 7 8 9 3 10 11 12 4 2x4 4x6 2x4 1-6-0 1-6-0 5-11-8 4-5-8 -2-10-6 2-10-6 5-11-8 5-11-8 3-4-46-11-26-3-136-11-27.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.61 0.87 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.32 0.20 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >342 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 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 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. REACTIONS.(lb/size)6=593/0-3-8, 3=121/Mechanical, 4=58/Mechanical Max Horz 6=230(LC 5) Max Uplift 6=-540(LC 5), 3=-45(LC 6), 4=-336(LC 5) Max Grav 6=593(LC 1), 3=121(LC 1), 4=115(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-536/22 WEBS 2-5=-21/466 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) 3 except (jt=lb) 6=540, 4=336. 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) 40 lb down and 3 lb up at -2-10-6, 93 lb down and 162 lb up at 0-11-15, and 78 lb down and 173 lb up at 2-7-12, and 55 lb down and 38 lb up at 3-5-15 on top chord, and 18 lb down and 356 lb up at 0-11-15, and 9 lb down and 237 lb up at 2-7-12, and 11 lb down and 186 lb up at 3-5-15 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=-80, 2-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 1=-40(F) 7=40(F) 8=43(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981937 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:38 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XDhZFO?6PeBygAIKjgy2vdWXGafQ40IB2BWtyJzqYpp Scale = 1:39.0 1 2 6 5 7 8 9 3 10 11 4 2x4 5x6 2x4 1-6-0 1-6-0 6-7-0 5-1-0 -2-1-13 2-1-13 6-7-0 6-7-0 2-11-126-11-26-3-136-11-27.20 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.50 0.71 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.26 0.21 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >372 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 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 6-0-0 oc bracing. REACTIONS.(lb/size)6=505/0-3-8, 3=209/Mechanical, 4=67/Mechanical Max Horz 6=218(LC 5) Max Uplift 6=-410(LC 5), 3=-113(LC 5), 4=-257(LC 5) Max Grav 6=505(LC 1), 3=209(LC 1), 4=123(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-423/93 WEBS 2-5=-90/315 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) 6=410, 3=113, 4=257. 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) 90 lb down and 162 lb up at 1-7-6, and 57 lb down and 72 lb up at 3-3-4, and 55 lb down and 38 lb up at 4-1-6 on top chord, and 18 lb down and 357 lb up at 1-7-6, and 22 lb down and 77 lb up at 3-3-4, and 11 lb down and 186 lb up at 4-1-6 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=-80, 2-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=41(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981938 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:38 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XDhZFO?6PeBygAIKjgy2vdWYSajU40fB2BWtyJzqYpp Scale = 1:41.3 1 2 3 5 4 6 7 8 9 10 11 3x4 4x6 2x4 4x6 6-9-6 6-8-14 -2-1-13 2-1-13 6-9-6 6-9-6 2-11-157-0-126-9-40-3-87-0-127.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.45 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.14 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >552 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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=569/0-4-13, 4=268/0-1-8 Max Horz 5=220(LC 5) Max Uplift 5=-338(LC 5), 4=-375(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-503/21 WEBS 2-4=-34/256 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) 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) 5=338, 4=375. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 3 lb up at -2-1-13, 74 lb down and 142 lb up at 1-10-5, and 64 lb down and 60 lb up at 3-6-9, and 55 lb down and 43 lb up at 4-4-5 on top chord, and 17 lb down and 319 lb up at 1-10-5, and 9 lb down and 105 lb up at 3-6-9, and 11 lb down and 181 lb up at 4-4-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F) 6=36(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981939 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:39 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?PFxTj0kAyJpHKsWHNTHSq3ig_2PpTfKGrFQUlzqYpo Scale = 1:41.3 1 2 3 5 4 6 7 8 9 10 11 3x4 4x6 3x4 4x6 6-9-4 6-9-4 -2-1-13 2-1-13 6-9-4 6-9-4 3-0-07-0-126-9-40-3-87-0-127.20 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.47 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.15 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >535 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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=568/0-3-8, 4=268/0-1-8 Max Horz 5=210(LC 4) Max Uplift 5=-390(LC 5), 4=-363(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-502/65 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) 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) 5=390, 4=363. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 3 lb up at -2-1-13, 75 lb down and 143 lb up at 1-10-3, and 64 lb down and 60 lb up at 3-6-8, and 55 lb down and 42 lb up at 4-4-3 on top chord, and 17 lb down and 321 lb up at 1-10-3, and 9 lb down and 105 lb up at 3-6-8, and 11 lb down and 182 lb up at 4-4-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F) 6=36(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981940 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:41 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yoNiuP1_hZZXXe0vPoWlXF86gnrdHNzdk9kXZezqYpm Scale = 1:16.2 1 2 3 5 4 2x4 3x4 2x4 2x4 -1-3-8 1-3-8 1-4-13 1-4-13 1-0-122-5-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 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: 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 1-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=245/1-4-13, 4=-19/1-4-13 Max Horz 5=74(LC 5) Max Uplift 5=-59(LC 6), 4=-49(LC 5) Max Grav 5=245(LC 1), 4=56(LC 4) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981941 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:41 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yoNiuP1_hZZXXe0vPoWlXF86gnrfHNzdk9kXZezqYpm Scale = 1:15.6 1 2 3 5 4 2x4 3x4 2x4 2x4 -1-3-8 1-3-8 1-3-9 1-3-9 1-0-122-4-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 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: 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 1-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=247/1-3-9, 4=-32/1-3-9 Max Horz 5=71(LC 5) Max Uplift 5=-62(LC 6), 4=-48(LC 5) Max Grav 5=247(LC 1), 4=55(LC 4) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981942 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:42 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Q_w45l2dSthO8ob5yW1_4TgGfBAI0qDnzpU454zqYpl Scale = 1:16.2 1 2 5 3 42x4 3x6 1-4-13 1-4-13 -1-3-8 1-3-8 1-4-13 1-4-13 1-0-122-5-91-11-22-5-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.28 0.07 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 1-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=244/0-3-8, 3=-1/Mechanical, 4=-3/Mechanical Max Horz 5=114(LC 6) Max Uplift 5=-18(LC 6), 3=-22(LC 7), 4=-19(LC 6) Max Grav 5=244(LC 1), 3=15(LC 4), 4=20(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981943 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:42 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Q_w45l2dSthO8ob5yW1_4TgGaBAF0qDnzpU454zqYpl Scale = 1:16.8 1 2 5 3 42x4 3x6 1-6-3 1-6-3 -1-3-8 1-3-8 1-6-3 1-6-3 1-0-122-6-152-0-82-6-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 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: 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 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=244/0-3-8, 3=8/Mechanical, 4=-1/Mechanical Max Horz 5=117(LC 6) Max Uplift 5=-15(LC 6), 3=-24(LC 7), 4=-17(LC 6) Max Grav 5=244(LC 1), 3=15(LC 4), 4=22(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981944 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:43 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uAUSJ53FDApFmyAHWDYDcgDOzbTelHTwBTDeeWzqYpk Scale: 1/2"=1' 1 2 3 42x4 4-10-3 4-10-3 -0-11-0 0-11-0 4-10-3 4-10-3 0-5-24-0-123-7-44-0-129.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >801 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=176/Mechanical, 2=327/0-3-8, 4=46/Mechanical Max Horz 2=139(LC 6) Max Uplift 3=-84(LC 6), 2=-9(LC 6) Max Grav 3=176(LC 1), 2=327(LC 1), 4=93(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981945 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:43 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uAUSJ53FDApFmyAHWDYDcgDS5bVYlHTwBTDeeWzqYpk Scale = 1:19.2 1 2 3 4 2x4 3-6-15 3-6-15 -0-11-0 0-11-0 3-6-15 3-6-15 0-5-23-1-52-7-133-1-59.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.24 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=121/Mechanical, 2=267/0-3-8, 4=34/Mechanical Max Horz 2=110(LC 6) Max Uplift 3=-59(LC 6), 2=-18(LC 6) Max Grav 3=121(LC 1), 2=267(LC 1), 4=67(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981946 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:44 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MN2qWR4t_Ux6O5lU4w3S9umbp?rYUkj3Q7zBAzzqYpj Scale = 1:20.7 1 2 5 3 4 3x4 3x6 2-1-11 2-1-11 -0-11-0 0-11-0 2-1-11 2-1-11 1-4-23-5-132-11-63-5-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 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 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=205/0-3-8, 3=56/Mechanical, 4=17/Mechanical Max Horz 5=123(LC 6) Max Uplift 3=-59(LC 6), 4=-23(LC 6) Max Grav 5=205(LC 1), 3=56(LC 1), 4=36(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981947 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:44 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MN2qWR4t_Ux6O5lU4w3S9umbp?rYUkj3Q7zBAzzqYpj Scale = 1:20.7 1 2 5 3 4 3x4 3x6 2-1-11 2-1-11 -0-11-0 0-11-0 2-1-11 2-1-11 1-4-23-5-132-11-63-5-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 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 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=205/0-3-8, 3=56/Mechanical, 4=17/Mechanical Max Horz 5=123(LC 6) Max Uplift 3=-59(LC 6), 4=-23(LC 6) Max Grav 5=205(LC 1), 3=56(LC 1), 4=36(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J08 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981948 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:45 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qZcCjn4Vlo3y?FKgeeahi5IiAO9uDByDfmikiPzqYpi Scale = 1:29.2 1 2 5 3 4 3x6 3x4 5-2-3 5-2-3 -0-11-0 0-11-0 5-2-3 5-2-3 1-1-04-11-100-5-84-6-24-11-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.52 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.06 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >705 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 5-2-3 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, 3=177/Mechanical, 4=63/Mechanical Max Horz 5=163(LC 6) Max Uplift 3=-87(LC 6) Max Grav 5=343(LC 1), 3=177(LC 1), 4=95(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-306/50 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981949 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:45 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qZcCjn4Vlo3y?FKgeeahi5IluOBYDByDfmikiPzqYpi Scale = 1:23.1 1 2 5 3 4 3x4 3x4 3-10-15 3-10-15 -0-11-0 0-11-0 3-10-15 3-10-15 1-1-04-0-33-6-114-0-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.02 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: 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 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=282/0-3-8, 3=129/Mechanical, 4=44/Mechanical Max Horz 5=134(LC 6) Max Uplift 3=-67(LC 6) Max Grav 5=282(LC 1), 3=129(LC 1), 4=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/45 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981950 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IlAbx757W5BpdPvsBL6wEJrzaoYTyeCMtQSIErzqYph Scale = 1:13.1 1 2 5 3 42x4 3x4 1-2-15 1-2-15 -0-11-0 0-11-0 1-2-15 1-2-15 1-1-02-0-31-6-112-0-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.16 0.06 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: 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 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=10/Mechanical, 4=3/Mechanical Max Horz 5=73(LC 6) Max Uplift 5=-4(LC 6), 3=-21(LC 6), 4=-16(LC 6) Max Grav 5=181(LC 1), 3=10(LC 4), 4=19(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981951 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IlAbx757W5BpdPvsBL6wEJrweoWnyeCMtQSIErzqYph Scale = 1:23.1 1 2 5 3 4 3x4 3x4 3-10-15 3-10-15 -0-11-0 0-11-0 3-10-15 3-10-15 1-1-04-0-33-6-114-0-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.02 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: 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 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=282/0-3-8, 3=129/Mechanical, 4=44/Mechanical Max Horz 5=134(LC 6) Max Uplift 3=-67(LC 6) Max Grav 5=282(LC 1), 3=129(LC 1), 4=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/45 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981952 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:47 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-mykz8T6lHPJgFZU3l3d9nWO8KCuih5SW64BrnIzqYpg Scale = 1:13.1 1 2 5 3 42x4 3x4 1-2-15 1-2-15 -0-11-0 0-11-0 1-2-15 1-2-15 1-1-02-0-31-6-112-0-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.16 0.06 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: 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 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=10/Mechanical, 4=3/Mechanical Max Horz 5=73(LC 6) Max Uplift 5=-4(LC 6), 3=-21(LC 6), 4=-16(LC 6) Max Grav 5=181(LC 1), 3=10(LC 4), 4=19(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981953 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:48 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-E8ILMo7N2jRXsj3FJm8OJkwJdcDIQYifLkxPJkzqYpf Scale = 1:19.2 1 2 3 4 5 3x8 3x4 3-2-7 3-2-7 -1-3-8 1-3-8 3-2-7 3-2-7 0-8-83-1-52-7-133-1-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.19 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 5-8 5-8 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 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 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=97/Mechanical, 2=282/0-3-8, 5=39/Mechanical Max Horz 2=115(LC 6) Max Uplift 4=-43(LC 6), 2=-25(LC 6) Max Grav 4=97(LC 1), 2=282(LC 1), 5=56(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981954 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:48 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-E8ILMo7N2jRXsj3FJm8OJkwJdcDIQYifLkxPJkzqYpf Scale = 1:19.2 1 2 3 4 5 3x8 3x4 3-2-7 3-2-7 -1-3-8 1-3-8 3-2-7 3-2-7 0-8-83-1-52-7-133-1-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.19 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 5-8 5-8 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 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 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=97/Mechanical, 2=282/0-3-8, 5=39/Mechanical Max Horz 2=115(LC 6) Max Uplift 4=-43(LC 6), 2=-25(LC 6) Max Grav 4=97(LC 1), 2=282(LC 1), 5=56(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981955 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:49 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jKsjZ870p0ZOUtdRtUfdsxTSR0Zc9?ypaOgyrAzqYpe Scale = 1:19.7 1 2 5 3 4 2x4 3x6 2-1-3 2-1-3 -1-3-8 1-3-8 2-1-3 2-1-3 1-0-123-1-152-7-83-1-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.09 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: 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 2-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=288/0-3-8, 3=31/Mechanical, 4=4/Mechanical Max Horz 5=134(LC 6) Max Uplift 5=-8(LC 6), 3=-40(LC 6), 4=-11(LC 6) Max Grav 5=288(LC 1), 3=31(LC 1), 4=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/52 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 2 lb up at -1-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 1=-20(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981956 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:49 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jKsjZ870p0ZOUtdRtUfdsxTSR0Zc9?ypaOgyrAzqYpe Scale = 1:19.7 1 2 5 3 4 2x4 3x6 2-1-3 2-1-3 -1-3-8 1-3-8 2-1-3 2-1-3 1-0-123-1-152-7-83-1-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.09 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: 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 2-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=288/0-3-8, 3=31/Mechanical, 4=4/Mechanical Max Horz 5=134(LC 6) Max Uplift 5=-8(LC 6), 3=-40(LC 6), 4=-11(LC 6) Max Grav 5=288(LC 1), 3=31(LC 1), 4=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/52 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 2 lb up at -1-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 1=-20(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J19 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981957 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:50 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BXP5nU8eaKiF60CeQBAsP90dMPu7uSCyo2QVNdzqYpd Scale = 1:20.6 1 2 5 3 4 3x4 3x4 2-11-7 2-11-7 -1-3-8 1-3-8 2-11-7 2-11-7 1-3-73-6-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -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: 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 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=282/0-3-8, 3=82/Mechanical, 4=25/Mechanical Max Horz 5=127(LC 6) Max Uplift 5=-5(LC 6), 3=-52(LC 6), 4=-7(LC 6) Max Grav 5=282(LC 1), 3=82(LC 1), 4=51(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/55 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J20 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981958 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:50 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BXP5nU8eaKiF60CeQBAsP90dMPu7uSCyo2QVNdzqYpd Scale = 1:20.6 1 2 5 3 4 3x4 3x4 2-11-7 2-11-7 -1-3-8 1-3-8 2-11-7 2-11-7 1-3-73-6-03-0-83-6-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -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: 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 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=282/0-3-8, 3=82/Mechanical, 4=25/Mechanical Max Horz 5=127(LC 6) Max Uplift 5=-5(LC 6), 3=-52(LC 6), 4=-7(LC 6) Max Grav 5=282(LC 1), 3=82(LC 1), 4=51(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/55 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981959 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:51 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fjzT_q9GLeq6jAnq_vh5xMYlepD8dvR51i93w3zqYpc Scale = 1:23.0 1 2 5 3 4 3x4 3x6 2-3-11 2-3-11 -1-3-8 1-3-8 2-3-11 2-3-11 1-7-113-11-63-4-153-11-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.46 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 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 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=259/0-3-8, 3=51/Mechanical, 4=15/Mechanical Max Horz 5=149(LC 6) Max Uplift 3=-64(LC 6), 4=-33(LC 6) Max Grav 5=259(LC 1), 3=51(LC 1), 4=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) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J22 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981960 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:51 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fjzT_q9GLeq6jAnq_vh5xMYlepD8dvR51i93w3zqYpc Scale = 1:23.0 1 2 5 3 4 3x4 3x6 2-3-11 2-3-11 -1-3-8 1-3-8 2-3-11 2-3-11 1-7-113-11-63-4-153-11-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.46 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 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 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=259/0-3-8, 3=51/Mechanical, 4=15/Mechanical Max Horz 5=149(LC 6) Max Uplift 3=-64(LC 6), 4=-33(LC 6) Max Grav 5=259(LC 1), 3=51(LC 1), 4=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) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981961 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:52 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7vXsCAAu6xyzLKM0YcCKUa5_uDYEMIUFGMvcSVzqYpb Scale = 1:23.5 1 2 6 5 3 4 2x4 3x6 2x4 1-0-3 1-0-3 -1-3-8 1-3-8 1-0-3 1-0-3 2-11-123-11-153-5-83-11-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.23 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 6 6 3 5 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 1-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=254/0-3-8, 3=-62/Mechanical, 4=9/Mechanical Max Horz 6=132(LC 6) Max Uplift 6=-22(LC 4), 3=-62(LC 1), 4=-351(LC 6) Max Grav 6=254(LC 1), 3=68(LC 6), 4=23(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-518/35 WEBS 2-5=-27/686 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) 6, 3 except (jt=lb) 4=351. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981962 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:52 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7vXsCAAu6xyzLKM0YcCKUa5_uDW_MK5FGMvcSVzqYpb Scale = 1:31.0 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-6-3 1-0-3 -1-3-8 1-3-8 2-6-3 2-6-3 2-11-125-5-154-11-85-5-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.37 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.02 (loc) 5 5 3 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 2-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=266/0-3-8, 3=57/Mechanical, 4=23/Mechanical Max Horz 6=177(LC 6) Max Uplift 3=-26(LC 7), 4=-172(LC 6) Max Grav 6=266(LC 1), 3=57(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-298/10 WEBS 2-5=-21/424 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 except (jt=lb) 4=172. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J25 Truss Type Jack-Open Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981963 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:53 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-b65EPWBWtF4qzUxC6JkZ0ne81dmG5mfOU0eA_xzqYpa Scale = 1:38.3 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 4-0-0 2-6-0 -1-3-8 1-3-8 4-0-0 4-0-0 2-11-126-11-126-5-56-11-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.75 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.19 0.09 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >483 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. REACTIONS.(lb/size)6=326/0-3-8, 3=130/Mechanical, 4=38/Mechanical Max Horz 6=222(LC 6) Max Uplift 3=-74(LC 6), 4=-124(LC 6) Max Grav 6=326(LC 1), 3=130(LC 1), 4=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-421/6 WEBS 2-5=-29/535 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 except (jt=lb) 4=124. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981964 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:54 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3IfccsB8dZChbeWPf1FoZ?AKO1CTqEbYjgOjWOzqYpZ Scale = 1:31.0 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-6-3 1-0-3 -1-3-8 1-3-8 2-6-3 2-6-3 2-11-125-5-154-11-85-5-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.37 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.02 (loc) 5 5 3 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 2-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=266/0-3-8, 3=56/Mechanical, 4=23/Mechanical Max Horz 6=176(LC 6) Max Uplift 3=-26(LC 7), 4=-172(LC 6) Max Grav 6=266(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. TOP CHORD 2-6=-298/10 WEBS 2-5=-21/424 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 except (jt=lb) 4=172. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J27 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981965 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:55 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XUD_qCCmOsKYCo5bDkm16CjV8QawZfDhyK7G3qzqYpY Scale = 1:23.5 1 2 6 5 3 4 2x4 3x6 2x4 1-0-3 1-0-3 -1-3-8 1-3-8 1-0-3 1-0-3 2-11-123-11-153-5-83-11-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.23 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 6 6 3 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 1-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=254/0-3-8, 3=-62/Mechanical, 4=9/Mechanical Max Horz 6=132(LC 6) Max Uplift 6=-22(LC 4), 3=-62(LC 1), 4=-352(LC 6) Max Grav 6=254(LC 1), 3=69(LC 6), 4=23(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-520/35 WEBS 2-5=-27/689 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) 6, 3 except (jt=lb) 4=352. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J28 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981966 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:56 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?hnM1XDP9ASPqxgnnSHGeQGgMqw_I9IqB_tqbGzqYpX Scale = 1:28.5 1 5 4 2 3 2x4 3x6 2x4 1-6-0 1-6-0 3-0-2 1-6-2 3-0-2 3-0-2 2-9-45-0-54-6-135-0-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.20 0.24 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.03 0.02 (loc) 4 4 2 4 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 3-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=140/Mechanical, 2=112/Mechanical, 3=28/Mechanical Max Horz 5=105(LC 6) Max Uplift 2=-51(LC 6), 3=-60(LC 6) Max Grav 5=140(LC 1), 2=112(LC 1), 3=56(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J29 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981967 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:56 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?hnM1XDP9ASPqxgnnSHGeQGZSqvkI8qqB_tqbGzqYpX Scale = 1:28.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-2-7 0-8-7 -2-3-8 2-3-8 2-2-7 2-2-7 3-4-85-0-54-6-135-0-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.65 0.32 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 0.01 (loc) 6 5 3 5-6 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 2-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=414/0-3-8, 3=-40/Mechanical, 4=20/Mechanical Max Horz 6=174(LC 6) Max Uplift 3=-40(LC 1), 4=-225(LC 6) Max Grav 6=414(LC 1), 3=47(LC 6), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-394/9 WEBS 2-5=-13/467 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 except (jt=lb) 4=225. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J30 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981968 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:57 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UtKlFtE1wUaGS5F_L9oVBdoqIEHS1dx_PecN7jzqYpW Scale = 1:23.0 1 4 2 3 3x4 3x4 2-3-11 2-3-11 2-3-11 2-3-11 1-7-113-11-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 -0.00 -0.00 -0.03 0.00 (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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=105/0-3-8, 2=79/Mechanical, 3=26/Mechanical Max Horz 4=87(LC 6) Max Uplift 2=-71(LC 6), 3=-20(LC 6) Max Grav 4=105(LC 1), 2=79(LC 1), 3=41(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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J31 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981969 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:57 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UtKlFtE1wUaGS5F_L9oVBdorgEDb1bs_PecN7jzqYpW Scale = 1:29.3 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-5-1 1-11-1 -1-3-8 1-3-8 3-5-1 3-5-1 2-7-115-2-84-9-05-2-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.41 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.07 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=301/0-3-8, 3=103/Mechanical, 4=32/Mechanical Max Horz 6=159(LC 6) Max Uplift 3=-40(LC 6), 4=-86(LC 6) Max Grav 6=301(LC 1), 3=103(LC 1), 4=64(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-269/0 WEBS 2-5=-22/341 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J32 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981970 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:58 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-y3u7SDEfhni63FpAutJkjrL0QeYqm257eIMwf9zqYpV Scale = 1:29.3 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-5-1 1-11-1 -1-3-8 1-3-8 3-5-1 3-5-1 2-7-115-2-84-9-05-2-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.41 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.07 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=301/0-3-8, 3=103/Mechanical, 4=32/Mechanical Max Horz 6=159(LC 6) Max Uplift 3=-40(LC 6), 4=-86(LC 6) Max Grav 6=301(LC 1), 3=103(LC 1), 4=64(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-269/0 WEBS 2-5=-22/341 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J33 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981971 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:58 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-y3u7SDEfhni63FpAutJkjrL0Neb7m1e7eIMwf9zqYpV Scale = 1:24.3 1 2 6 5 3 4 2x4 3x6 2x4 1-1-15 1-1-15 -1-3-8 1-3-8 1-1-15 1-1-15 2-11-154-1-143-7-74-1-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.20 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 0.00 (loc) 6 6 3 5 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 1-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=248/0-3-8, 3=-42/Mechanical, 4=10/Mechanical Max Horz 6=136(LC 6) Max Uplift 6=-17(LC 4), 3=-42(LC 1), 4=-313(LC 6) Max Grav 6=248(LC 1), 3=52(LC 6), 4=23(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-419/29 WEBS 2-5=-24/576 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) 6, 3 except (jt=lb) 4=313. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J34 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981972 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:59 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QFSVgZFHS5qzhPOMSaqzG2uA72utVVlHty5UCbzqYpU Scale: 3/8"=1' 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-7-15 1-1-15 -1-3-8 1-3-8 2-7-15 2-7-15 2-11-155-7-145-1-75-7-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.42 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.05 0.02 (loc) 5 5 3 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 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=271/0-3-8, 3=64/Mechanical, 4=25/Mechanical Max Horz 6=181(LC 6) Max Uplift 3=-30(LC 6), 4=-167(LC 6) Max Grav 6=271(LC 1), 3=64(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-314/10 WEBS 2-5=-22/437 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 except (jt=lb) 4=167. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J35 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981973 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:15:59 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QFSVgZFHS5qzhPOMSaqzG2uA72xLVUsHty5UCbzqYpU Scale = 1:24.3 1 2 6 5 3 4 2x4 3x6 2x4 1-1-14 1-1-14 -1-3-8 1-3-8 1-1-14 1-1-14 3-0-04-1-143-7-74-1-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.20 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 0.00 (loc) 6 6 3 5 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 1-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=248/0-3-8, 3=-43/Mechanical, 4=10/Mechanical Max Horz 6=136(LC 6) Max Uplift 6=-17(LC 4), 3=-43(LC 1), 4=-315(LC 6) Max Grav 6=248(LC 1), 3=52(LC 6), 4=23(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-423/29 WEBS 2-5=-24/581 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) 6, 3 except (jt=lb) 4=315. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss J36 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981974 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:00 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uS0ttvGvDPyqJZzZ0IMCpGQLtRE7Ex?Q5cr1k1zqYpT Scale: 3/8"=1' 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-7-14 1-1-14 -1-3-8 1-3-8 2-7-14 2-7-14 3-0-05-7-145-1-75-7-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.42 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.05 0.02 (loc) 5 5 3 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 2-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=271/0-3-8, 3=64/Mechanical, 4=24/Mechanical Max Horz 6=181(LC 6) Max Uplift 3=-29(LC 6), 4=-167(LC 6) Max Grav 6=271(LC 1), 3=64(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-314/10 WEBS 2-5=-22/438 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 except (jt=lb) 4=167. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M01 Truss Type Monopitch Qty 14 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981975 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:00 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uS0ttvGvDPyqJZzZ0IMCpGQDxREZEyzQ5cr1k1zqYpT Scale = 1:41.4 1 2 3 5 4 2x4 2x4 3x6 4x6 -1-3-8 1-3-8 6-0-0 6-0-0 1-0-127-0-126-9-40-3-87-0-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.39 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=415/0-3-8, 4=271/0-1-8 Max Horz 5=252(LC 6) Max Uplift 4=-131(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-358/0 BOT CHORD 4-5=-276/4 WEBS 2-4=-4/279 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=131. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981976 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:01 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MeaF4FHX_i4hwjYla?tRLTzUZrdFzOkaKGabGUzqYpS Scale = 1:46.4 1 2 3 4 6 5 2x4 3x4 3x6 3x6 5x6 6-7-8 6-7-8 -0-11-0 0-11-0 1-9-0 1-9-0 6-7-8 4-10-8 1-4-27-11-107-8-20-3-87-11-1012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.37 0.23 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >489 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 10-0-0 oc bracing. REACTIONS.(lb/size)6=409/0-3-8, 5=310/0-1-8 Max Horz 6=259(LC 6) Max Uplift 5=-158(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-308/16 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=158. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981977 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:01 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MeaF4FHX_i4hwjYla?tRLTzTurc6zQwaKGabGUzqYpS Scale = 1:28.3 1 2 3 4 5 2x4 3x8 3x4 2x4 5-3-0 5-3-0 -1-3-8 1-3-8 5-3-0 5-3-0 0-8-84-7-124-4-40-3-84-7-129.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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-MP 0.41 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.03 0.04 (loc) 5-8 5-8 2 5-8 l/defl >999 >610 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=372/0-3-8, 5=242/0-1-8 Max Horz 2=160(LC 6) Max Uplift 2=-11(LC 6), 5=-65(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) 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) 2, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M04 Truss Type MONOPITCH Qty 17 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981978 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:02 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qq8eIbIAl0CYYs7x7iOguhWcnFyTisvjZwK8owzqYpR Scale = 1:32.7 1 2 3 5 4 2x4 2x4 3x6 4x6 5-6-5 5-6-5 -1-3-8 1-3-8 5-6-5 5-6-5 1-3-75-5-35-1-110-3-85-5-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.30 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >558 n/a **** 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 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=393/0-3-8, 4=246/0-1-8 Max Horz 5=184(LC 6) Max Uplift 4=-88(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-340/32 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) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M05 Truss Type Monopitch Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981979 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:02 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qq8eIbIAl0CYYs7x7iOguhWaPFwgin_jZwK8owzqYpR Scale = 1:29.6 1 2 3 6 5 4 3x4 3x4 3x4 3x4 4x6 4x8 6-7-12 6-7-12 13-3-8 6-7-12 6-7-12 6-7-12 13-3-8 6-7-12 1-9-55-1-33.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.68 0.41 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.01 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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 5-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size)4=650/Mechanical, 6=650/0-3-8 Max Horz 6=124(LC 6) Max Uplift 4=-70(LC 6), 6=-22(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-889/76, 1-6=-589/84 BOT CHORD 4-5=-158/811 WEBS 2-4=-875/172, 1-5=-4/726 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) 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. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M06 Truss Type Monopitch Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981980 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:03 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-I1i0VxIoWKKPA0i7hQvvQu2jvfGwRFasoa3hLMzqYpQ Scale = 1:29.6 1 2 3 4 7 6 5 3x4 3x4 3x4 3x4 4x6 5x6 6-7-12 6-7-12 13-3-8 6-7-12 -0-8-12 0-8-12 6-7-12 6-7-12 13-3-8 6-7-12 1-9-55-1-33.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.82 0.41 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)5=648/Mechanical, 7=722/0-3-8 Max Horz 7=133(LC 6) Max Uplift 5=-70(LC 6), 7=-49(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-881/75, 2-7=-661/121 BOT CHORD 5-6=-156/800 WEBS 3-5=-862/169, 2-6=0/686 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) 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, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M07 Truss Type Monopitch Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981981 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:04 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-mDGOjHJQHdSGnAHKF7Q8z6bwl3Y7AgR00EpFtpzqYpP Scale = 1:23.5 1 2 3 4 6 5 3x4 3x6 3x6 3x4 2x4 7-3-0 7-3-0 13-3-8 6-0-8 -0-8-12 0-8-12 7-3-0 7-3-0 13-3-8 6-0-8 0-5-33-9-13.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.69 0.67 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.25 0.03 0.05 (loc) 2-6 2-6 5 2-6 l/defl >999 >619 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 3-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)5=648/Mechanical, 2=722/0-3-8 Max Horz 2=108(LC 4) Max Uplift 5=-58(LC 4), 2=-59(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1412/123 BOT CHORD 2-6=-200/1298, 5-6=-200/1298 WEBS 3-6=0/306, 3-5=-1341/206 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) 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, 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M08 Truss Type Monopitch Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981982 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:04 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-mDGOjHJQHdSGnAHKF7Q8z6b_m3e4Ahs00EpFtpzqYpP Scale = 1:46.7 1 2 4 3 5 6 7 2x4 6x16 2x4 3x4 3x4 3x4 5-3-8 5-3-8 5-3-8 5-3-8 3-0-08-3-81-4-28-3-812.00 12 Plate Offsets (X,Y)-- [2:0-7-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.43 0.29 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.05 0.00 (loc) 3-4 3-4 6 3 l/defl >999 >789 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size)4=274/Mechanical, 6=284/0-3-0 Max Horz 4=145(LC 6) Max Uplift 6=-164(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-265/11, 2-6=-285/187 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;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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=164. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M09 Truss Type Monopitch Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981983 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:05 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FPpmwcK22xa7PKsWprxNWJ7BwS?pvEG9FuYoPFzqYpO Scale = 1:30.5 1 2 4 3 3x6 2x4 2x4 3x4 3-6-13 3-6-13 3-6-13 3-6-13 2-9-15-5-35-1-110-3-85-5-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.28 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=164/Mechanical, 3=164/0-1-8 Max Horz 4=76(LC 6) Max Uplift 3=-98(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;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) Bearing at joint(s) 3 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) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M10 Truss Type Monopitch Qty 4 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981984 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:05 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FPpmwcK22xa7PKsWprxNWJ74gSxkvDL9FuYoPFzqYpO Scale = 1:41.9 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-3-8 1-3-8 6-0-0 6-0-0 2-7-117-1-116-10-30-3-87-1-119.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.39 0.10 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: 32 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=415/0-3-8, 4=271/0-1-8 Max Horz 5=216(LC 6) Max Uplift 4=-143(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-358/0 WEBS 2-4=-18/255 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=143. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss M11 Truss Type MONOPITCH Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981985 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:06 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jcN88yLgpFj_1URiMYSc2XgIpsIXef7JUYIMyhzqYpN Scale = 1:41.7 1 2 3 5 4 2x4 2x4 4x6 3x4 -3-3-8 3-3-8 6-0-0 6-0-0 2-7-117-1-116-10-30-3-87-1-119.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.53 0.35 0.13 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: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 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=643/0-3-8, 4=203/0-1-8 Max Horz 5=280(LC 6) Max Uplift 5=-29(LC 6), 4=-118(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-586/77 BOT CHORD 4-5=-307/0 WEBS 2-4=-0/331 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 except (jt=lb) 4=118. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35981986 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:07 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BoxXLILIaYrree?vwG_rbkDYMGdNN6LSiC1vU7zqYpM Scale = 1:37.5 1 2 4 3 5 6 7 8 2x4 5x8 2x4 4x6 3x4 3x4 4-7-8 4-7-8 4-7-8 4-7-8 3-4-86-10-21-4-26-10-29.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.22 0.44 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.02 0.01 (loc) 3-4 3-4 6 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=1447/0-3-8, 6=513/0-3-0 Max Horz 4=141(LC 5) Max Uplift 6=-104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=0/391, 2-5=0/391 WEBS 2-6=-515/104 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=104. 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) 1302 lb down and 30 lb up at 0-8-12, and 254 lb down at 2-8-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35981986 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:07 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BoxXLILIaYrree?vwG_rbkDYMGdNN6LSiC1vU7zqYpM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1302(B) 8=-254(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35981987 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:07 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BoxXLILIaYrree?vwG_rbkDPGGZFNyaSiC1vU7zqYpM Scale = 1:29.6 1 2 3 6 5 4 7 8 9 10 11 12 3x4 4x6 3x6 4x8 10x10 4x8 6-7-12 6-7-12 13-3-8 6-7-12 6-7-12 6-7-12 13-3-8 6-7-12 1-9-55-1-33.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.64 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.23 0.01 0.10 (loc) 4-5 4-5 4 5-6 l/defl >999 >689 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 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size)4=3553/Mechanical, 6=2689/0-3-8 Max Horz 6=123(LC 5) Max Uplift 4=-430(LC 5), 6=-658(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4603/849, 1-6=-2247/402 BOT CHORD 5-6=-251/309, 4-5=-891/4409 WEBS 2-5=-514/2561, 2-4=-4797/981, 1-5=-669/4199 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) 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 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) except (jt=lb) 4=430, 6=658. 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) 120 lb down at 2-0-12, 1148 lb down and 873 lb up at 4-0-12, 855 lb down and 33 lb up at 6-0-12, 940 lb down and 37 lb up at 8-0-12, and 940 lb down and 37 lb up at 10-0-12, and 940 lb down and 37 lb up at 12-0-12 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): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35981987 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:07 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BoxXLILIaYrree?vwG_rbkDPGGZFNyaSiC1vU7zqYpM LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=-120(B) 8=-1148(B) 9=-855(B) 10=-940(B) 11=-940(B) 12=-940(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss MG03 Truss Type Monopitch Girder Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981988 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-f_VvYeMwKsziGna5UzV47yleEgwe6bfbxrnS0azqYpL Scale = 1:32.7 1 2 3 5 46 3x4 3x6 2x4 3x6 5-6-5 5-6-5 -1-3-8 1-3-8 5-6-5 5-6-5 1-3-75-5-35-1-110-3-85-5-39.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.53 0.63 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >759 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=661/0-3-8, 4=381/0-1-8 Max Horz 5=183(LC 5) Max Uplift 4=-58(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-354/55 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) 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 403 lb down at 1-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 Concentrated Loads (lb) Vert: 6=-403(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB01 Truss Type GABLE Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981989 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-f_VvYeMwKsziGna5UzV47yliVg1c6YqbxrnS0azqYpL Scale = 1:48.9 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 11-7-3 11-7-30-4-108-8-60-1-88-6-140-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.19 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 6 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.All bearings 10-11-0. (lb) - Max Horz 2=262(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 except 7=-105(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 7=534(LC 1), 8=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/81 WEBS 4-7=-352/162, 3-8=-292/135 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 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) 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) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8 except (jt=lb) 7=105. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB02 Truss Type GABLE Qty 6 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981990 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:09 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7B3Hm_NZ5A5Zux9H2h0Jg9Iub3Nkr?SlAVW0Y0zqYpK Scale = 1:38.1 1 2 3 4 5 8 7 6910 4x6 2x4 2x4 3x4 2x4 2x4 2x4 11-7-3 11-7-3 8-4-9 8-4-9 11-7-3 3-2-10 0-4-106-3-70-1-83-9-00-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.13 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 6 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 40 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 10-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 2=142(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 2 except 8=-115(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 7=485(LC 1), 8=488(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-260/26, 3-8=-359/160 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) 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 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except (jt=lb) 8=115. 8) Non Standard bearing condition. Review required. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981991 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:10 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bNdfzKOBsTDPV5kUbOXYCNr3PTlCaVkuP9GZ5SzqYpJ Scale = 1:10.6 1 2 3 4 56 8 7 6x6 6x6 2x4 2x4 5-2-15 5-2-15 5-2-15 5-2-15 0-5-30-11-131-1-110-1-80-5-30-1-80-10-512.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-3-0,0-1-8], [3:0-1-1,0-1-1], [4:0-0-12,0-2-9], [4:0-1-1,0-1-1], [5:0-2-6,0-1-0], [7:0-1-4,0-1-4], [8:0-1-4,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.23 0.05 0.03 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 5-2-15 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 4-1-9. (lb) - Max Horz 2=-15(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 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. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB04 Truss Type Piggyback Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981992 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:10 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bNdfzKOBsTDPV5kUbOXYCNr5NTlAaVmuP9GZ5SzqYpJ Scale = 1:17.8 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-2-15 5-2-15 2-7-8 2-7-8 5-2-15 2-7-8 0-5-32-7-80-1-80-5-30-1-812.00 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 30.0 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 0.10 0.05 0.02 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 n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 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 5-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=162/4-1-9, 4=162/4-1-9, 6=143/4-1-9 Max Horz 2=-51(LC 4) Max Uplift 2=-26(LC 6), 4=-30(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) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981993 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:11 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3ZB1BgOpdnLG7FJg952nlaNGtt2?JxH2dp?7dvzqYpI Scale = 1:11.7 1 2 3 4 5 6 7 4x8 4x10 5-9-11 5-9-11 5-9-11 5-9-11 0-4-100-10-101-0-120-1-80-4-100-1-80-9-29.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-0-0], [3:0-1-4,0-2-0], [4:0-1-6,0-2-0], [5:0-2-11,0-0-0], [7:0-1-6,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 5-9-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=260/4-5-5, 5=253/4-5-5 Max Horz 2=13(LC 5) Max Uplift 2=-15(LC 5), 5=-14(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/50, 3-4=-297/78, 4-5=-350/93 BOT CHORD 2-7=-31/307, 5-7=-47/297 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) This truss 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB07 Truss Type Piggyback Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981994 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:11 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3ZB1BgOpdnLG7FJg952nlaNGut4GJyv2dp?7dvzqYpI Scale = 1:14.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-9-11 5-9-11 2-10-13 2-10-13 5-9-11 2-10-13 0-4-102-2-20-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.06 0.03 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 n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 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 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=168/4-5-5, 4=168/4-5-5, 6=176/4-5-5 Max Horz 2=-41(LC 4) Max Uplift 2=-31(LC 6), 4=-35(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) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB08 Truss Type Piggyback Qty 4 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981995 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:12 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XmkQO0PRO5T7lPusjpZ0IowReHQl2P8BsTlg9LzqYpH Scale = 1:13.1 1 2 3 4 6 5 4x6 2x4 2x4 2x4 2x4 3-11-13 3-11-13 3-11-13 3-11-13 0-4-102-2-20-1-81-2-140-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 1 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 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=37/3-3-11, 2=144/3-3-11, 6=169/3-3-11 Max Horz 2=49(LC 6) Max Uplift 5=-17(LC 7), 2=-16(LC 6) Max Grav 5=37(LC 1), 2=144(LC 10), 6=169(LC 1) 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 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) 5, 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981996 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:13 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-0yIocLQ39Ob_MZT2HW5Fq?TdShmEnsOL57UDhnzqYpG Scale = 1:10.7 1 2 3 4 5 7 6 4x6 3x4 2x4 2x4 2x4 2x4 3-11-13 3-11-13 3-6-4 3-6-4 3-11-13 0-5-9 0-4-101-6-71-8-90-1-81-2-140-1-81-4-159.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.05 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 6 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=78/3-3-11, 2=104/3-3-11, 7=168/3-3-11 Max Horz 2=43(LC 5) Max Uplift 6=-9(LC 4), 2=-15(LC 6), 7=-19(LC 5) Max Grav 6=82(LC 11), 2=104(LC 1), 7=168(LC 1) 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) 6, 2, 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T01 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981997 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:13 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-0yIocLQ39Ob_MZT2HW5Fq?TWWhivnp_L57UDhnzqYpG Scale = 1:40.2 1 2 3 4 5 6 11 10 9 8 7 12 5x6 6x6 2x4 3x6 3x6 4x6 2x4 4x6 3x8 5-3-8 5-3-8 11-3-8 6-0-0 16-7-0 5-3-8 -1-3-8 1-3-8 5-3-8 5-3-8 11-3-8 6-0-0 16-7-0 5-3-8 17-10-8 1-3-8 1-7-116-9-56-11-31-7-116-9-512.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-9,0-2-8], [4:0-4-1,0-3-0], [5:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.50 0.31 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.10 0.01 0.01 (loc) 8-9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 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* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 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. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=992/0-3-8, 7=969/0-3-8 Max Horz 11=172(LC 5) Max Uplift 11=-53(LC 6), 7=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-867/107, 3-4=-488/130, 4-5=-837/107, 2-11=-959/123, 5-7=-931/123 BOT CHORD 8-9=-72/508 WEBS 2-9=-51/458, 5-8=-53/434 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) 11, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T02 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981998 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:14 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-U8sAphRhwijr_i2FqEcUND?ji41kWDbUJnEnEDzqYpF Scale: 1/4"=1' 1 2 3 4 5 6 7 12 11 10 9 8 5x6 5x6 2x4 3x6 3x8 4x6 3x6 4x6 3x4 3x6 3x6 6-9-8 6-9-8 9-9-8 3-0-1 16-7-0 6-9-8 -1-3-8 1-3-8 2-9-0 2-9-0 6-9-8 4-0-8 9-9-8 3-0-1 13-10-0 4-0-8 16-7-0 2-9-0 1-7-118-3-58-5-31-7-118-3-512.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.33 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.14 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 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* 5-11: 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 5-11 REACTIONS.(lb/size)12=935/0-3-8, 8=810/0-3-8 Max Horz 12=224(LC 5) Max Uplift 12=-55(LC 6), 8=-12(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-696/140, 4-5=-407/143, 5-6=-700/140 BOT CHORD 11-12=-135/429, 9-11=-29/408, 8-9=0/446 WEBS 3-12=-761/11, 6-8=-749/55 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) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T03 Truss Type Common Qty 7 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35981999 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:15 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yKQY01SJh0ricsdROx7jvQYs1UKjFdXdYRzKmgzqYpE Scale = 1:60.5 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x8 4x6 4x6 2x4 3x6 3x6 8-3-8 8-3-8 16-7-0 8-3-8 -1-3-8 1-3-8 3-9-0 3-9-0 8-3-8 4-6-8 12-10-0 4-6-8 16-7-0 3-9-0 1-7-119-11-31-7-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.43 0.54 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.01 0.01 (loc) 7-8 8-10 7 8 l/defl >999 >855 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 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* 4-8: 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)10=935/0-3-8, 7=810/0-3-8 Max Horz 10=260(LC 5) Max Uplift 10=-55(LC 6), 7=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-653/148, 4-5=-655/149, 2-10=-289/160 BOT CHORD 8-10=-116/450, 7-8=0/462 WEBS 4-8=-108/386, 3-10=-705/8, 5-7=-689/34 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T04 Truss Type Piggyback Base Qty 11 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982000 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:15 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yKQY01SJh0ricsdROx7jvQYnPUJMFasdYRzKmgzqYpE Scale = 1:72.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 2x4 4x6 6x16 3x6 3x6 3x8 3x4 3x4 4x6 4x6 3x6 3x6 10-1-5 10-1-5 15-9-3 5-7-13 21-8-8 5-11-5 4-0-0 4-0-0 10-1-5 6-1-5 15-9-3 5-7-13 21-8-8 5-11-5 4-5-012-0-07-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.63 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.69 0.46 0.03 (loc) 9-10 9-10 12 7-9 l/defl >787 >372 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 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* 1-10,2-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 4-7, 5-7, 2-10 REACTIONS.(lb/size)10=1280/0-5-8, 12=1303/0-3-0 Max Horz 10=289(LC 5) Max Uplift 12=-111(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-939/120, 3-4=-623/142, 4-5=-503/116 BOT CHORD 9-10=-203/563, 7-9=-111/503 WEBS 4-9=-88/282, 4-7=-779/171, 5-7=-136/1083, 2-10=-1105/0, 5-12=-1306/136 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 12 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) except (jt=lb) 12=111. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T05 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982001 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:16 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QX_wENSySJzZD0CdyfeySe5x_uZ2_0inn5jtI6zqYpD Scale = 1:66.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617186x10 5x6 3x6 5x6 3x8 MT18HS 3x6 2x4 3x8 3x4 3x6 3x6 3x4 5x12 5x6 3x8 5-10-15 5-10-15 11-6-3 5-7-4 21-10-0 10-3-13 32-1-13 10-3-13 37-8-0 5-6-3 5-10-15 5-10-15 11-6-3 5-7-4 18-4-12 6-10-9 25-3-4 6-10-9 32-1-13 6-10-9 37-8-0 5-6-3 0-5-28-10-109-0-124-11-28-10-109.00 12 Plate Offsets (X,Y)-- [1:0-2-4,Edge], [3:0-3-3,Edge], [7:0-3-3,Edge], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.98 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.73 0.11 0.07 (loc) 12-14 12-14 9 12-14 l/defl >999 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,2-14,8-9,8-10: 2x4 SPF-S Stud WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10, 8-9 REACTIONS.(lb/size)1=2054/0-3-8, 9=2124/Mechanical Max Horz 1=189(LC 5) Max Uplift 1=-41(LC 5), 9=-67(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3049/192, 2-3=-2634/235, 3-4=-1988/226, 4-6=-2378/225, 6-7=-1179/159, 7-8=-1585/142, 8-9=-2121/149 BOT CHORD 1-15=-217/2303, 14-15=-217/2303, 12-14=-227/2410, 10-12=-190/2140 WEBS 2-14=-391/153, 3-14=-29/1048, 4-14=-810/201, 6-12=0/660, 6-10=-1565/211, 7-10=-3/505, 8-10=-82/1573 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) 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) 1, 9. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T06 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982002 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:17 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-ujYJRjTaDd5QrAmqWM9B?rd3xIxxjTvw0lSRqYzqYpC Scale = 1:73.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819 3x8 5x8 5x6 5x12 5x8 6x10 3x8 3x6 2x4 3x6 3x8 4x8 6x6 3x4 5x6 3x8 MT18HS 7-2-15 7-2-15 14-2-3 6-11-4 22-5-13 8-3-11 27-2-8 4-8-11 34-2-8 7-0-0 37-8-0 3-5-8 7-2-15 7-2-15 14-2-3 6-11-4 22-5-13 8-3-11 27-2-8 4-8-11 34-2-8 7-0-0 37-8-0 3-5-8 0-5-210-10-107-4-211-0-124-11-210-10-109.00 12 Plate Offsets (X,Y)-- [1:0-2-4,Edge], [4:0-4-0,0-1-6], [5:0-3-3,Edge], [6:0-6-0,0-1-13], [7:0-4-0,0-1-6], [8:0-2-12,0-2-0], [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.88 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.58 0.10 0.06 (loc) 13-15 13-15 9 13-15 l/defl >999 >778 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,6-7,1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,6-11,7-10,8-9,8-10: 2x4 SPF-S Stud WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-13, 6-13, 6-11, 7-10, 8-9 REACTIONS.(lb/size)1=2083/0-3-8, 9=2095/Mechanical Max Horz 1=236(LC 5) Max Uplift 1=-39(LC 6), 9=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3013/181, 2-4=-2419/242, 4-5=-1804/240, 5-6=-2372/251, 6-7=-2237/202, 7-8=-1187/100, 8-9=-2114/132 BOT CHORD 1-16=-188/2289, 15-16=-188/2289, 13-15=-90/1789, 11-13=-128/2213, 10-11=-44/939 WEBS 2-16=0/292, 2-15=-641/180, 4-15=-15/729, 5-13=-18/824, 6-13=-735/119, 6-11=-1190/152, 7-11=-123/1833, 7-10=-1087/139, 8-10=-70/1636 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982003 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:18 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Mv6hf3UC_xDHTKL033gQX3AHkiHbRu44EPC_N?zqYpB Scale = 1:77.5 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 3x6 5x6 5x8 5x8 5x10 MT18HS 3x4 6x10 2x4 4x6 6x16 2x4 3x6 3x6 4x8 5x12 5x12 5x8 3x8 6-0-15 6-0-15 11-10-4 5-9-5 14-10-4 3-0-0 21-2-13 6-4-9 29-10-8 8-7-11 37-8-0 7-9-8 6-0-15 6-0-15 11-10-4 5-9-5 14-10-4 3-0-0 15-5-3 0-6-15 21-2-13 5-9-11 29-10-8 8-7-11 36-10-8 7-0-0 37-8-0 0-9-8 0-5-25-4-212-0-04-11-22-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-2-4,Edge], [5:0-3-0,0-2-2], [6:0-6-0,0-2-0], [8:0-6-4,0-1-8], [11:0-3-8,0-2-8], [17:0-7-12,0-4-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.78 0.78 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.48 0.19 0.08 (loc) 16-17 11-13 10 16-17 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2, 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 17-19,6-13,7-13,8-11,6-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 4-16, 6-13, 7-13, 8-10 REACTIONS.(lb/size)1=1877/0-3-8, 10=1875/Mechanical Max Horz 1=332(LC 5) Max Uplift 1=-43(LC 6), 10=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2777/170, 2-4=-2977/227, 4-5=-2290/261, 5-6=-1770/235, 6-7=-2102/228, 7-8=-2288/198 BOT CHORD 1-19=-151/2087, 4-17=-35/921, 16-17=-150/2266, 5-16=-78/986, 11-13=-76/2321, 10-11=-51/257 WEBS 2-19=-658/137, 17-19=-164/2203, 2-17=-0/268, 4-16=-1038/168, 6-13=-35/273, 7-13=-942/162, 7-11=-1359/193, 8-11=-142/2540, 8-10=-1936/165, 13-16=-38/1583, 6-16=-145/624 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) 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. 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) 1, 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982004 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:19 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-q6g3sPVqlEL84UwCdnBf4GjQ05ceANqDT3xYvRzqYpA Scale = 1:77.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920 3x6 6x8 5x8 5x10 MT18HS 3x4 4x6 8x8 3x6 3x6 2x4 3x6 3x8 3x6 3x6 5x12 5x12 3x8 7-10-7 7-10-7 15-5-3 7-6-12 21-2-13 5-9-11 28-9-9 7-6-12 32-6-8 3-8-15 37-8-0 5-1-8 7-10-7 7-10-7 15-5-3 7-6-12 21-2-13 5-9-11 28-9-9 7-6-12 32-6-8 3-8-15 37-8-0 5-1-8 0-5-23-4-212-0-03-4-212-0-09.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-8], [4:0-4-8,0-1-12], [5:0-5-0,0-2-0], [7:0-5-0,0-1-13], [10:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.94 0.86 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.42 0.12 0.06 (loc) 13-14 11-13 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,2-16,6-11,7-11,7-10: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-5 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-13, 6-13 REACTIONS.(lb/size)9=2065/Mechanical, 1=2159/0-3-8 Max Horz 1=261(LC 5) Max Uplift 9=-59(LC 7), 1=-47(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3128/180, 2-4=-2325/251, 4-5=-1713/252, 5-6=-2325/246, 6-7=-3125/201, 7-8=-2816/151, 8-9=-1999/144 BOT CHORD 1-16=-139/2377, 14-16=-139/2377, 13-14=-8/1700, 11-13=-123/2446, 10-11=-156/2893 WEBS 2-16=0/398, 2-14=-875/191, 4-14=-42/765, 4-13=-227/251, 5-13=-15/762, 6-13=-941/170, 6-11=0/620, 7-11=-582/44, 7-10=-1722/140, 8-10=-172/3274 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) 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) 9, 1. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982005 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:20 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IIDR4lVSWYT?idVPBUjucUFbqVy9vnVNijh5RtzqYp9 Scale = 1:78.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021 3x6 6x8 5x6 3x6 3x4 4x6 8x8 3x6 3x6 2x4 3x6 3x8 3x6 4x6 5x10 MT18HS 5x12 5x12 3x8 7-10-7 7-10-7 15-5-3 7-6-12 21-2-13 5-9-11 28-9-9 7-6-12 35-2-8 6-4-15 37-8-0 2-5-8 7-10-7 7-10-7 15-5-3 7-6-12 21-2-13 5-9-11 28-9-9 7-6-12 35-2-8 6-4-15 37-8-0 2-5-8 0-5-212-0-01-4-212-0-09.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-8], [4:0-4-8,0-1-12], [5:0-3-4,0-2-4], [8:0-5-0,0-1-13], [11:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.94 0.84 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.41 0.14 0.08 (loc) 14-15 12-14 10 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10,2-17,7-12,8-12,8-11: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-4 max.): 4-5, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-14, 7-14, 8-12 REACTIONS.(lb/size)10=2065/Mechanical, 1=2159/0-3-8 Max Horz 1=266(LC 5) Max Uplift 10=-56(LC 7), 1=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3128/184, 2-4=-2325/255, 4-5=-1710/256, 5-7=-2330/254, 7-8=-3186/202, 8-9=-3679/187, 9-10=-1946/102 BOT CHORD 1-17=-99/2377, 15-17=-99/2377, 14-15=0/1700, 12-14=-80/2469, 11-12=-206/3905 WEBS 2-17=0/397, 2-15=-875/191, 4-15=-41/767, 5-14=-24/776, 7-14=-974/188, 7-12=0/538, 8-12=-1459/127, 8-11=-1795/157, 9-11=-198/3946 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) 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) 10, 1. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T10 Truss Type Piggyback Base Qty 4 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982006 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:20 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IIDR4lVSWYT?idVPBUjucUFgJV_UvwTNijh5RtzqYp9 Scale = 1:72.8 1 2 3 4 5 6 7 11 10 9 81213 3x6 4x6 2x4 3x12 3x6 3x6 2x4 3x6 5x8 4x6 7-10-7 7-10-7 15-5-3 7-6-12 19-5-0 3-11-13 -0-11-0 0-11-0 5-4-3 5-4-3 10-3-0 4-10-13 15-5-3 5-2-3 19-5-0 3-11-13 0-5-212-0-09.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-1-2], [6:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.76 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.26 0.02 0.03 (loc) 9-11 9-11 8 2-11 l/defl >999 >870 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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* 3-11,5-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9 REACTIONS.(lb/size)8=1120/0-3-8, 2=1107/0-3-8 Max Horz 2=387(LC 6) Max Uplift 8=-143(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1388/0, 3-5=-1161/0, 5-6=-508/10, 6-7=-296/45, 7-8=-1060/170 BOT CHORD 2-11=-235/1000, 9-11=-145/673 WEBS 3-11=-307/151, 5-11=-29/548, 5-9=-668/176, 7-9=-149/971 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=143. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982007 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:21 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-nUnpH5W4HsbsKn4blCE79hoqcvKfeELWwNQezKzqYp8 Scale = 1:69.7 1 2 3 4 5 11 10 9 8 7 61213 2x4 3x12 4x6 2x4 3x6 3x12 3x6 4x8 5x8 5x8 4x6 3-10-7 3-10-7 10-3-9 6-5-2 16-8-11 6-5-2 20-8-8 3-11-13 3-10-7 3-10-7 10-3-9 6-5-2 16-8-11 6-5-2 20-8-8 3-11-13 2-2-312-0-09.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-13], [3:0-4-0,0-3-0], [4:0-4-0,0-2-0], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.68 0.76 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.19 0.03 0.04 (loc) 7-8 7-8 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 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* 1-11,2-10,2-8,3-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-7 REACTIONS.(lb/size)11=1077/0-3-8, 6=1176/0-3-8 Max Horz 11=332(LC 6) Max Uplift 6=-140(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1033/0, 1-2=-1676/0, 2-3=-1279/0, 3-4=-566/4, 4-5=-309/46, 5-6=-1095/172 BOT CHORD 10-11=-317/37, 8-10=-235/1733, 7-8=-165/914 WEBS 1-10=0/1852, 2-10=-794/23, 2-8=-855/73, 3-8=0/498, 3-7=-873/170, 5-7=-152/1014 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=140. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T12 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982008 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:22 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FhLCUQXi19kiyxfnIvlMivLyUJgzNjdf91ACWmzqYp7 Scale = 1:66.8 1 2 3 4 5 10 9 8 7 61112 2x4 4x8 4x8 4x8 2x4 3x6 5x12 3x8 5x8 4x6 6-6-7 6-6-7 16-4-1 9-9-11 20-8-8 4-4-7 6-6-7 6-6-7 10-9-0 4-2-9 16-4-1 5-7-1 20-8-8 4-4-7 4-2-311-6-711-8-911-6-79.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-13], [4:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.86 0.76 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.66 0.02 0.04 (loc) 7-9 7-9 6 7-9 l/defl >679 >370 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,3-7,4-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-7 REACTIONS.(lb/size)10=1112/0-3-8, 6=1218/0-3-8 Max Horz 10=288(LC 6) Max Uplift 6=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1081/7, 1-2=-1396/0, 2-3=-1778/19, 3-4=-632/14, 4-5=-396/52, 5-6=-1164/162 BOT CHORD 9-10=-271/41, 7-9=-152/837 WEBS 1-9=0/1581, 2-9=-1412/93, 3-9=-48/1023, 3-7=-736/176, 5-7=-137/1082 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=125. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T13 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982009 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:22 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FhLCUQXi19kiyxfnIvlMivL?oJeQNiRf91ACWmzqYp7 Scale = 1:56.0 1 2 3 4 5 10 9 8 7 6111213 3x6 2x4 5x12 4x10 3x4 3x6 3x8 3x6 3x6 3x6 9-2-7 9-2-7 13-8-1 4-5-11 20-8-8 7-0-7 4-8-15 4-8-15 9-2-7 4-5-7 13-8-1 4-5-11 20-8-8 7-0-7 6-2-39-6-79-8-99-6-79.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-13], [4:0-5-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.86 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.60 0.03 0.02 (loc) 9-10 9-10 6 9-10 l/defl >943 >408 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,4-7,4-6: 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 (5-6-13 max.): 1-3, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 2-10, 4-6 REACTIONS.(lb/size)10=1153/0-3-8, 6=1171/0-3-8 Max Horz 10=196(LC 6) Max Uplift 10=-64(LC 4), 6=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1032/40, 3-4=-865/53, 5-6=-271/83 BOT CHORD 9-10=-190/696, 7-9=-136/1024, 6-7=-79/608 WEBS 2-10=-1092/94, 2-9=0/541, 3-7=-689/96, 4-7=-14/769, 4-6=-990/131 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T14 Truss Type Flat Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982010 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:23 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jtvaimYLoTsZZ5EzsdGbE6tA8j486BMpOhvl2CzqYp6 Scale = 1:43.0 1 2 3 4 5 10 9 8 7 6 11 12 13 3x4 3x8 3x6 3x8 3x4 3x6 3x8 3x6 2x4 4x10 6-11-7 6-11-7 13-9-1 6-9-11 20-8-8 6-11-7 6-11-7 6-11-7 13-9-1 6-9-11 20-8-8 6-11-7 7-6-7Plate Offsets (X,Y)-- [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.68 0.50 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.18 0.01 0.02 (loc) 6-7 6-7 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 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* 1-9,2-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (5-4-14 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 2-7 REACTIONS.(lb/size)10=1223/0-3-8, 6=1200/0-3-8 Max Horz 10=118(LC 5) Max Uplift 10=-86(LC 4), 6=-91(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1074/116, 1-2=-809/117, 2-4=-784/85, 4-5=-784/85, 5-6=-1048/145 BOT CHORD 7-9=-117/809 WEBS 1-9=-91/1156, 2-9=-559/161, 4-7=-584/147, 5-7=-123/1119 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T15 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982011 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:23 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jtvaimYLoTsZZ5EzsdGbE6t7Bj3R6FkpOhvl2CzqYp6 Scale = 1:50.1 1 2 3 4 5 10 9 8 7 61112 3x4 4x6 3x6 5x12 2x4 3x6 3x6 4x10 2x4 2x4 8-2-10 8-2-10 16-5-4 8-2-10 20-8-8 4-3-4 8-2-10 8-2-10 16-5-4 8-2-10 20-8-8 4-3-4 5-6-78-11-05-6-79.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.87 0.55 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.28 0.02 0.03 (loc) 9-10 9-10 6 7-9 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,1-9,4-9: 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 (3-10-9 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 4-6 REACTIONS.(lb/size)10=1125/0-3-8, 6=1089/0-3-8 Max Horz 10=181(LC 6) Max Uplift 10=-122(LC 4), 6=-114(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-981/159, 1-2=-1142/93, 2-4=-1142/94 BOT CHORD 7-9=-55/741, 6-7=-57/735 WEBS 1-9=-154/1324, 2-9=-779/242, 4-9=-139/478, 4-7=0/267, 4-6=-1194/91 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=122, 6=114. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T16 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982012 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:24 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-B3Tyv6ZzZn_QBFpAQKnqnKQKu6O8rcJydLfJaezqYp5 Scale = 1:50.0 1 2 3 4 9 8 7 6 5 3x4 4x8 5x6 3x4 3x6 3x6 4x8 3x6 3x6 6-10-10 6-10-10 13-9-4 6-10-10 20-8-8 6-11-4 6-10-10 6-10-10 13-9-4 6-10-10 20-8-8 6-11-4 3-6-78-11-03-6-79.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.52 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.04 0.05 (loc) 6-8 5-6 5 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 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 (3-11-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size)9=1021/0-3-8, 5=1021/0-3-8 Max Horz 9=209(LC 6) Max Uplift 9=-89(LC 4), 5=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-956/122, 1-2=-1555/98, 2-3=-1498/0 BOT CHORD 6-8=-205/1555, 5-6=-85/1489 WEBS 1-8=-130/1675, 2-8=-591/145, 3-6=0/297, 3-5=-1641/93 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 5=119. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T17 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982013 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 09:50:16 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-CKcrsk1gFTY5qrzLiDJQKVgkdPV0RpKxhZxKFCzqXR5 Scale = 1:83.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x6 4x6 5x6 3x4 3x4 3x6 8x10 3x6 6x6 4x8 4x8 5x6 3x8 4x8 4x8 6x8 5x8 6x8 6-10-3 6-10-3 13-4-15 6-6-11 19-11-10 6-6-11 24-2-8 4-2-14 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 6-10-3 6-10-3 13-4-15 6-6-11 19-11-10 6-6-11 24-2-8 4-2-14 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 1-1-011-1-113-0-814-1-112-1-133-0-09.00 12 5.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.99 0.95 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.65 0.37 0.14 (loc) 13 13-14 10 13-14 l/defl >999 >612 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-15,4-15,5-15,8-12,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-15, 6-14 REACTIONS.(lb/size)10=1737/0-3-8, 18=1775/0-3-8 Max Horz 18=-335(LC 4) Max Uplift 10=-75(LC 7), 18=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2283/154, 2-3=-1853/183, 3-4=-1678/225, 4-5=-1846/222, 5-6=-3148/225, 6-7=-4706/294, 7-8=-5577/323, 8-9=-3308/232, 9-10=-1707/138, 1-18=-1711/124 BOT CHORD 17-18=-161/380, 17-19=0/1711, 16-19=0/1711, 15-16=0/1711, 15-20=0/2488, 14-20=0/2488, 13-14=-97/4289, 12-13=-159/5012, 11-12=-154/3258 WEBS 2-15=-553/163, 4-15=-141/1535, 5-15=-1540/193, 5-14=-21/1367, 6-14=-2141/168, 6-13=-44/901, 7-13=-1112/98, 7-12=-27/1039, 8-12=-28/2100, 8-11=-1468/132, 9-11=-154/2982, 1-17=0/1470 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) Bearing at joint(s) 10 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 75 lb uplift at joint 10 and 39 lb uplift at joint 18. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T18 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982014 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:26 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7SbiKoaD5OE8QYyYXlpIslVeLw_NJZRF4f8PfXzqYp3 Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 5x6 5x6 4x8 5x10 MT18HS 3x4 3x4 3x6 8x10 5x8 6x6 4x8 4x8 5x12 8x10 3x8 4x8 6x8 4x8 5x6 6-6-0 6-6-0 12-8-8 6-2-8 15-7-11 2-11-3 24-2-8 8-6-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 6-6-0 6-6-0 12-8-8 6-2-8 14-2-13 1-6-5 15-7-11 1-4-13 21-0-0 5-4-5 24-2-8 3-2-8 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 1-1-010-7-69-3-83-0-813-7-62-1-133-0-09-3-89.00 12 5.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-4-0,0-3-0], [5:0-4-0,0-1-6], [7:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.87 0.92 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.79 0.37 0.16 (loc) 14-15 14-15 11 14-15 l/defl >999 >508 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-16,4-16,4-15,5-15,6-14,9-13,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-16, 6-15 REACTIONS.(lb/size)11=1662/0-3-8, 19=1663/0-3-8 Max Horz 19=-322(LC 4) Max Uplift 11=-80(LC 7), 19=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/155, 2-3=-1774/226, 3-4=-1544/237, 4-5=-1539/215, 5-6=-2072/223, 6-7=-5227/369, 7-8=-4479/274, 8-9=-5288/333, 9-10=-3152/234, 10-11=-1634/139, 1-19=-1598/123 BOT CHORD 18-19=-153/361, 16-18=0/1585, 15-16=0/1487, 14-15=0/2545, 13-14=-165/4757, 12-13=-157/3101 WEBS 2-16=-453/148, 3-16=-178/1492, 4-16=-1179/141, 4-15=-74/463, 5-15=-34/786, 6-15=-1386/198, 6-14=-164/2984, 7-14=-1495/129, 8-14=-1081/142, 8-13=-66/928, 9-13=-35/1981, 9-12=-1390/134, 10-12=-156/2838, 1-18=0/1368 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) 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. 7) Bearing at joint(s) 11 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) 11, 19. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T19 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982015 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:27 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-be84Y8brsiM?2iXl5SLXPy2oxKKO2?UOJJtzBzzqYp2 Scale = 1:80.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 5x6 5x6 5x8 6x16 3x4 3x4 3x6 8x10 5x8 6x6 4x8 4x10 3x8 4x6 4x8 6x8 4x8 5x6 6-6-0 6-6-0 12-8-8 6-2-8 18-3-11 5-7-3 24-2-8 5-10-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 6-6-0 6-6-0 12-8-8 6-2-8 16-10-13 4-2-5 18-3-11 1-4-13 24-2-8 5-10-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 1-1-010-7-67-3-83-0-813-7-62-1-133-0-07-3-89.00 12 5.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-4-0,0-3-0], [5:0-4-0,0-1-6], [6:0-0-0,0-0-1], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.95 0.93 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.67 0.38 0.15 (loc) 13 13-14 10 13 l/defl >999 >594 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 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-15,8-12,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-15, 6-14 REACTIONS.(lb/size)10=1708/0-3-8, 18=1710/0-3-8 Max Horz 18=-322(LC 4) Max Uplift 10=-80(LC 7), 18=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2182/155, 2-3=-1854/223, 3-4=-1728/227, 4-5=-2069/217, 5-6=-2735/214, 6-7=-4527/295, 7-8=-5454/329, 8-9=-3249/236, 9-10=-1677/139, 1-18=-1643/124 BOT CHORD 17-18=-150/362, 15-17=0/1637, 14-15=0/2052, 13-14=-111/4235, 12-13=-162/4898, 11-12=-158/3201 WEBS 2-15=-438/151, 3-15=-159/1580, 4-15=-1369/169, 5-14=-15/1129, 6-14=-2369/219, 6-13=-1/820, 7-13=-1051/75, 7-12=-35/1022, 8-12=-28/2038, 8-11=-1442/135, 9-11=-158/2929, 1-17=0/1416 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) Bearing at joint(s) 10 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 capable of withstanding 100 lb uplift at joint(s) 10, 18. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T20 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982016 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:28 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-4riTlUcTd?Usgs6xfAsmxAa_okg?nPWYXzdWjQzqYp1 Scale = 1:80.5 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 5x6 5x12 6x6 5x6 3x4 3x4 3x6 8x10 5x8 6x6 4x8 2x4 5x8 3x8 3x8 4x8 6x8 4x8 5x6 6-6-0 6-6-0 12-8-8 6-2-8 19-6-13 6-10-5 20-11-11 1-4-13 24-2-8 3-2-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 6-6-0 6-6-0 12-8-8 6-2-8 19-6-13 6-10-5 20-11-11 1-4-13 24-2-8 3-2-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 1-1-010-7-65-3-83-0-813-7-62-1-133-0-05-3-89.00 12 5.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-4-0,0-3-0], [5:0-2-8,0-1-12], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.88 0.91 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.62 0.36 0.14 (loc) 13 13-14 10 13 l/defl >999 >648 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-16,4-16,8-12,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-16 REACTIONS.(lb/size)10=1662/0-3-8, 19=1663/0-3-8 Max Horz 19=-322(LC 4) Max Uplift 10=-80(LC 7), 19=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2114/155, 2-3=-1780/222, 3-4=-1730/206, 4-5=-2563/225, 5-6=-3272/251, 6-7=-4437/302, 7-8=-5278/332, 8-9=-3155/236, 9-10=-1633/140, 1-19=-1596/124 BOT CHORD 18-19=-149/362, 16-18=0/1582, 15-16=0/2693, 14-15=0/2695, 13-14=-106/4042, 12-13=-166/4739, 11-12=-158/3106 WEBS 2-16=-446/152, 3-16=-121/1416, 4-16=-1739/199, 4-14=-459/21, 5-14=-134/1768, 6-14=-1909/166, 6-13=-39/866, 7-13=-1073/95, 7-12=-29/996, 8-12=-31/1965, 8-11=-1395/134, 9-11=-158/2842, 1-18=0/1361 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) Bearing at joint(s) 10 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 capable of withstanding 100 lb uplift at joint(s) 10, 19. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T21 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982017 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:29 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Y1Grzqc5OJcjH0h7DtN?UN79P70fWuChmdM3GszqYp0 Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 5x6 8x8 8x8 6x6 3x4 3x4 3x6 8x10 5x8 6x6 5x8 8x10 8x8 5x12 4x8 4x8 6x8 5x8 5x6 6-6-0 6-6-0 12-8-8 6-2-8 22-2-13 9-6-5 23-7-11 1-4-13 24-2-8 0-6-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 6-6-0 6-6-0 12-8-8 6-2-8 17-5-11 4-9-3 22-2-13 4-9-3 23-7-11 1-4-13 24-2-8 0-6-13 26-0-10 1-10-2 29-7-13 3-7-3 33-6-8 3-10-11 1-1-010-7-63-3-83-0-813-7-62-1-133-0-03-3-89.00 12 5.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-4-0,0-3-0], [5:0-4-0,0-4-4], [6:0-5-3,Edge], [15:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.88 0.95 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.55 -1.07 0.40 0.18 (loc) 15-16 15-16 11 15 l/defl >728 >371 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6,6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-16,4-15,5-15,9-13,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-16 REACTIONS.(lb/size)11=1738/0-3-8, 19=1732/0-3-8 Max Horz 19=-321(LC 4) Max Uplift 11=-80(LC 7), 19=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2205/156, 2-3=-1907/218, 3-4=-1855/226, 4-5=-5441/390, 5-6=-4136/283, 6-7=-4576/314, 7-8=-4681/308, 8-9=-5591/333, 9-10=-3308/236, 10-11=-1708/140, 1-19=-1658/125 BOT CHORD 18-19=-147/364, 16-18=0/1655, 15-16=0/2257, 14-15=-79/4425, 13-14=-169/5026, 12-13=-158/3258 WEBS 2-16=-407/159, 3-16=-161/1692, 4-16=-1481/209, 4-15=-212/3565, 5-15=-2588/294, 5-14=-524/0, 6-14=-88/1094, 8-14=-1068/85, 8-13=-11/1060, 9-13=-32/2117, 9-12=-1470/133, 10-12=-158/2981, 1-18=0/1424 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) Bearing at joint(s) 11 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 capable of withstanding 100 lb uplift at joint(s) 11, 19. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T22 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982018 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UPObNVeMwwsRXKrWKIPTZoCTVxjZ_mJ_EwrAKkzqYp_ Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 4x6 8x8 3x4 10x10 4x6 8x14 MT18HS 3x6 5x6 4x8 4x10 5x8 7x16 MT18HS 2x4 8x8 5x10 MT18HS5x12 4x10 6-6-0 6-6-0 12-8-8 6-2-8 18-11-0 6-2-8 22-0-0 3-1-0 24-10-13 2-10-13 26-0-10 1-1-12 28-8-0 2-7-6 33-6-8 4-10-8 6-6-0 6-6-0 12-8-8 6-2-8 18-11-0 6-2-8 22-0-0 3-1-0 24-10-13 2-10-13 26-0-10 1-1-12 28-8-0 2-7-6 33-6-8 4-10-8 1-1-010-7-61-5-1013-7-64-5-103-0-01-5-109.00 12 5.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-2-0], [14:0-3-8,0-3-8], [15:0-3-8,0-2-8], [19:Edge,0-8-4], [19:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.91 0.79 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.50 -0.99 0.46 0.24 (loc) 13-14 13-14 11 13-14 l/defl >806 >401 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 17-19: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,6-14,10-12: 2x4 SPF No.2, 7-14: 2x6 SPF No.2 7-13: 2x4 SP 2400F 2.0E, 9-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-11 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16 REACTIONS.(lb/size)11=1663/0-3-8, 19=1662/0-3-8 Max Horz 19=232(LC 5) Max Uplift 11=-78(LC 7), 19=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2131/150, 3-4=-1787/219, 4-5=-1779/215, 5-6=-3144/234, 6-7=-4796/291, 7-8=-8398/488, 8-9=-8410/488, 9-10=-3280/199, 10-11=-1613/127, 1-19=-1580/120 BOT CHORD 18-19=-214/328, 16-18=-70/1595, 15-16=-94/2489, 14-15=-190/3792, 13-14=-587/9699, 12-13=-219/3471 WEBS 3-16=-462/153, 4-16=-139/1489, 5-16=-1598/192, 5-15=-43/1504, 7-14=-6271/421, 7-13=-1853/142, 8-13=-29/573, 9-12=-2480/213, 1-18=0/1276, 6-14=-105/2173, 6-15=-1887/140, 9-13=-308/5462, 10-12=-217/3570 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) 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. 7) Bearing at joint(s) 11 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) 11, 19. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T23 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982019 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UPObNVeMwwsRXKrWKIPTZoCTdxq5_sj_EwrAKkzqYp_ Scale = 1:58.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 4x10 4x8 3x6 3x4 3x6 3x6 4x6 3x6 3x8 3x6 4x6 6x6 3x4 6x6 6-0-13 6-0-13 11-10-3 5-9-5 13-6-13 1-8-11 19-4-3 5-9-5 25-5-0 6-0-13 -0-11-0 0-11-0 6-0-13 6-0-13 11-10-3 5-9-5 13-6-13 1-8-11 19-4-3 5-9-5 25-5-0 6-0-13 26-4-0 0-11-0 1-1-09-9-89-11-101-1-09-9-89.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-5-0,0-0-10], [6:0-4-0,0-1-6], [9:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.37 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.03 0.02 (loc) 14-16 14-16 11 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 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* 5-14,5-13,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals, and 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 5-13 REACTIONS.(lb/size)17=1341/0-3-8, 11=1341/0-3-8 Max Horz 17=236(LC 5) Max Uplift 17=-69(LC 6), 11=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1538/121, 4-5=-1190/182, 5-6=-833/185, 6-7=-1192/183, 7-9=-1537/121, 2-17=-1282/132, 9-11=-1282/132 BOT CHORD 16-17=-235/283, 14-16=-37/1122, 13-14=0/834, 12-13=0/1121 WEBS 4-14=-415/137, 5-14=-50/348, 6-13=-53/380, 7-13=-419/138, 2-16=0/897, 9-12=0/894 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) 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T24 Truss Type Half Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982020 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:33 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QoWMoBgcSY69md?uSjRxeDIx1lZyStJHhEKHOdzqYoy Scale = 1:33.6 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 3x6 3x4 4-6-0 4-6-0 6-0-0 1-6-0 -1-3-8 1-3-8 4-6-0 4-6-0 6-0-0 1-6-0 1-0-125-4-145-6-125-1-60-3-85-4-1412.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -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: 37 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=415/0-3-8, 5=271/0-1-8 Max Horz 7=207(LC 6) Max Uplift 5=-74(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-379/32 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T25 Truss Type Half Hip Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982021 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:35 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MBd6Dths_9Ms?x8HZ8UPjeNE9YF6wlea8YpOSWzqYow Scale = 1:38.6 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 5x8 3x4 5-1-8 5-1-8 6-7-8 1-6-0 -0-11-0 0-11-0 5-1-8 5-1-8 6-7-8 1-6-0 1-4-26-3-126-5-106-0-40-3-86-3-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.61 0.17 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -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: 42 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=409/0-3-8, 5=310/0-1-8 Max Horz 7=214(LC 6) Max Uplift 5=-99(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/25, 2-7=-360/0 BOT CHORD 6-7=-273/126 WEBS 3-5=-321/152 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T26 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982022 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:36 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-rNBURDiUkTUjd5jT7r?eGswPcyXof9PjNCZx_yzqYov Scale = 1:50.6 1 2 3 4 5 6 7 13 12 11 10 9 81415 5x6 5x6 2x4 3x6 3x6 3x8 2x4 3x6 5x8 2x4 5x8 5-7-12 5-7-12 11-7-8 5-11-13 17-7-5 5-11-13 23-3-0 5-7-11 -1-3-8 1-3-8 5-7-12 5-7-12 11-7-8 5-11-13 17-7-5 5-11-13 23-3-0 5-7-11 24-6-8 1-3-8 2-11-158-5-138-7-113-0-08-5-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-8,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.40 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.12 0.02 0.02 (loc) 10-12 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 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* 3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)13=1391/0-3-8, 8=1392/0-3-8 Max Horz 13=227(LC 5) Max Uplift 13=-47(LC 6), 8=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1120/163, 3-4=-956/190, 4-5=-956/190, 5-6=-1119/163, 2-13=-1353/147, 6-8=-1353/147 BOT CHORD 10-12=-137/683, 9-10=-57/682 WEBS 3-10=-129/519, 4-10=-561/172, 5-10=-129/519, 2-12=-61/723, 6-9=-62/723 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, 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T27 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982023 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:36 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-rNBURDiUkTUjd5jT7r?eGswJvySnfAbjNCZx_yzqYov Scale = 1:59.8 1 2 3 4 5 6 11 10 9 8 712 4x8 5x10 MT18HS 2x4 3x6 3x6 6x6 2x4 6x8 3x8 7-1-12 7-1-12 16-1-5 8-11-9 23-3-0 7-1-11 -1-3-8 1-3-8 7-1-12 7-1-12 16-1-5 8-11-9 23-3-0 7-1-11 24-6-8 1-3-8 2-11-159-11-1310-1-113-0-09-11-1312.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-1-8], [4:0-7-0,0-1-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.99 0.72 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.51 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >904 >541 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 120 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,3-8,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-8 REACTIONS.(lb/size)11=1392/0-3-8, 7=1356/0-3-8 Max Horz 11=261(LC 5) Max Uplift 11=-52(LC 6), 7=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1197/163, 3-4=-682/191, 4-5=-1155/163, 2-11=-1361/147, 5-7=-1319/147 BOT CHORD 10-11=-255/275, 8-10=-127/711 WEBS 2-10=-67/701, 5-8=-67/666 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 12% 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) 11, 7. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T28 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982024 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:37 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JZlseZj7VmdaFFIghZWtp3ScfMopOcItcsIVXOzqYou Scale = 1:65.9 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 5x8 5x6 3x6 3x8 3x6 3x6 3x6 3x4 3x6 3x6 3x4 8-7-12 8-7-12 14-7-5 5-11-9 23-3-0 8-7-11 -1-3-8 1-3-8 3-0-0 3-0-0 8-7-12 5-7-12 14-7-5 5-11-9 20-3-1 5-7-12 23-3-0 2-11-15 24-6-8 1-3-8 2-11-1511-5-1311-7-113-0-011-5-1312.00 12 Plate Offsets (X,Y)-- [4:0-5-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.48 0.67 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.03 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >761 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 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 4-11-11 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 5-12, 3-13, 6-9 REACTIONS.(lb/size)13=1431/0-3-8, 9=1447/0-3-8 Max Horz 13=296(LC 5) Max Uplift 13=-55(LC 6), 9=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1085/204, 4-5=-651/205, 5-6=-1103/204 BOT CHORD 12-13=-205/568, 10-12=-46/663, 9-10=0/575 WEBS 3-13=-1204/15, 6-9=-1224/15 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T29 Truss Type PIGGYBACK BASE Qty 5 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982025 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:38 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-nmJFrvjlG4lRsOtsEG16LH?lgm9p73f0rW223qzqYot Scale = 1:68.3 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 4x6 4x8 3x6 3x8 3x4 3x4 3x4 3x4 3x8 3x8 3x4 9-0-1 9-0-1 14-3-0 5-2-15 23-3-0 9-0-0 -1-3-8 1-3-8 3-0-0 3-0-0 9-0-1 6-0-1 14-3-0 5-2-15 20-3-1 6-0-1 23-3-0 2-11-15 24-6-8 1-3-8 2-11-1512-0-03-0-012-0-012.00 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 30.0 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 0.59 0.62 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.50 0.03 0.01 (loc) 9-10 9-10 9 9-10 l/defl >999 >550 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,3-13,7-9,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 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 5-12, 3-13, 6-9 REACTIONS.(lb/size)13=1426/0-3-8, 9=1436/0-3-8 Max Horz 13=306(LC 5) Max Uplift 13=-55(LC 6), 9=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1076/204, 4-5=-633/209, 5-6=-1087/204 BOT CHORD 12-13=-212/568, 10-12=-44/641, 9-10=0/572 WEBS 3-13=-1190/34, 6-9=-1202/34 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T30 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982026 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:39 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Fytd3EkN1NtIUYS2o_YLuUYwK9U5sWrA3AnbbHzqYos Scale = 1:68.3 1 2 3 4 5 6 7 12 11 10 9 81314151617 4x6 4x8 2x4 3x6 3x8 3x4 3x4 3x4 3x4 3x8 3x8 9-0-1 9-0-1 14-3-0 5-2-15 23-3-0 9-0-0 -1-3-8 1-3-8 3-0-0 3-0-0 9-0-1 6-0-1 14-3-0 5-2-15 20-3-1 6-0-1 23-3-0 2-11-15 2-11-1512-0-03-0-012-0-012.00 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 30.0 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 0.68 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.50 0.03 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >550 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,3-12,7-8,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 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 5-11, 3-12, 6-8 REACTIONS.(lb/size)12=1430/0-3-8, 8=1318/Mechanical Max Horz 12=282(LC 5) Max Uplift 12=-50(LC 6), 8=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1080/194, 4-5=-636/203, 5-6=-1094/190 BOT CHORD 11-12=-188/569, 9-11=-21/645, 8-9=-50/587 WEBS 3-12=-1194/27, 6-8=-1214/150 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) 12, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T31 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982027 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:40 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-j8R?Gal?oh?96i1FMh4aQi43xZskbtWJIqX97jzqYor Scale = 1:51.9 1 2 3 4 5 6 11 10 9 8 7 4x10 4x8 2x4 3x4 3x6 3x6 3x8 3x6 5x6 3x6 7-5-11 7-5-11 9-9-6 2-3-11 18-0-11 8-3-6 -2-3-8 2-3-8 7-5-11 7-5-11 9-9-6 2-3-11 14-4-0 4-6-10 18-0-11 3-8-11 3-4-88-9-108-11-122-9-48-9-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-5-0,0-0-10], [4:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.53 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.29 0.01 0.01 (loc) 7-8 7-8 7 9 l/defl >999 >727 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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* 3-9,3-8,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 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. WEBS 1 Row at midpt 3-9, 3-8 REACTIONS.(lb/size)11=1097/0-3-8, 7=875/Mechanical Max Horz 11=254(LC 5) Max Uplift 11=-87(LC 6), 7=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/134, 3-4=-461/150, 4-5=-696/147, 2-11=-1027/164 BOT CHORD 8-9=-67/456, 7-8=0/484 WEBS 2-9=-23/435, 5-7=-810/43 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) 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) 11, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T32 Truss Type COMMON Qty 3 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982028 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:42 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fXYlhGmFKIFtL0BdT662V7AS8NXC3nHcm80GCczqYop Scale = 1:58.9 1 2 3 4 5 6 10 9 8 711121314 4x6 2x4 3x6 3x8 3x6 3x6 3x4 3x6 3x8 8-7-8 8-7-8 18-0-11 9-5-3 -2-3-8 2-3-8 2-11-5 2-11-5 8-7-8 5-8-3 14-3-11 5-8-3 18-0-11 3-9-0 3-4-89-10-22-9-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.56 0.59 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.42 0.02 0.01 (loc) 7-8 7-8 7 8-10 l/defl >999 >506 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 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* 4-8: 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)10=1183/0-3-8, 7=960/Mechanical Max Horz 10=238(LC 5) Max Uplift 10=-86(LC 6), 7=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-737/136, 4-5=-740/138, 2-10=-308/219 BOT CHORD 8-10=-115/399, 7-8=-41/527 WEBS 4-8=-44/314, 3-10=-862/3, 5-7=-851/96 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T33 Truss Type COMMON Qty 3 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982029 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:43 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7j68vcnt5cNkzAmp1qdH2KigfnzToPXl_ompk2zqYoo Scale = 1:53.0 1 2 3 6 5 4 4x6 3x8 2x4 2x4 3x8 3x6 4-3-0 4-3-0 9-3-0 5-0-0 4-3-0 4-3-0 9-3-0 5-0-0 5-3-128-6-04-9-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.32 0.14 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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. WEBS 1 Row at midpt 2-5 REACTIONS.(lb/size)6=448/0-3-8, 4=448/Mechanical Max Horz 6=-83(LC 4) Max Uplift 6=-32(LC 7), 4=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/68, 2-3=-285/62, 1-6=-413/62, 3-4=-403/48 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) 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) 6, 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T34 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982030 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:45 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-46EuJIp8dDdSCTvC9Efl7lnuAaeRGDf2S6FwpwzqYom Scale = 1:50.0 1 2 3 4 5 9 8 7 610 2x4 3x6 4x8 4x6 4x6 2x4 3x4 5x12 3x4 5-6-0 5-6-0 7-9-0 2-3-0 11-7-8 3-10-8 5-6-0 5-6-0 6-7-8 1-1-8 7-9-0 1-1-8 11-7-8 3-10-8 7-5-128-6-07-5-129.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-13], [4:0-3-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.83 0.24 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.01 (loc) 8-9 8-9 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 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* 1-8: 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.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=652/0-3-8, 6=577/Mechanical Max Horz 9=20(LC 5) Max Uplift 9=-45(LC 4), 6=-27(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-534/97, 1-2=-251/28, 2-3=-278/58, 3-4=-289/57, 5-6=-534/88 WEBS 1-8=-39/399, 2-7=-308/46, 3-7=-64/265, 4-7=-354/95, 5-7=-47/433 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) 9, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T35 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982031 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-YIoGXeqmOXlJqdUOiyA_gzK9i_tI?YgBgm_TLNzqYol Scale = 1:23.7 1 2 3 4 5 9 8 7 610x10 6x16 2x4 3x4 4x6 3x4 2-7-1 2-7-1 7-9-9 5-2-7 13-3-8 5-5-15 -0-7-4 0-7-4 2-7-1 2-7-1 7-9-9 5-2-7 13-3-8 5-5-15 0-11-13-9-10-11-13.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8], [9:0-3-8,Edge], [9:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.65 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.20 0.03 0.05 (loc) 7-8 7-8 6 7-8 l/defl >999 >795 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x6 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 (4-4-15 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=712/0-3-8, 6=648/Mechanical Max Horz 9=93(LC 6) Max Uplift 9=-56(LC 4), 6=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-635/86, 2-3=-1618/132, 3-4=-1230/112 BOT CHORD 7-8=-250/1700, 6-7=-179/1165 WEBS 2-8=-109/1448, 3-8=-395/91, 3-7=-540/72, 4-7=0/300, 4-6=-1226/191 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) 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) 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T36 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982032 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:48 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Uhw1yJr0w8?03xenqNDSlOPQqoUWTWwU84TaQFzqYoj Scale: 3/16"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819 5x6 5x6 3x6 3x4 3x6 3x8 4x8 3x6 2x4 5x12 5x6 3x8 3x4 5x6 3x6 5-3-8 5-3-8 13-2-15 7-11-7 21-4-1 8-1-3 29-3-8 7-11-7 34-7-0 5-3-8 5-3-8 5-3-8 13-2-15 7-11-7 21-4-1 8-1-3 29-3-8 7-11-7 34-7-0 5-3-8 35-10-8 1-3-8 1-7-116-9-56-11-31-7-116-9-512.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-3-9,0-2-8], [6:0-3-9,0-2-8], [7:0-2-12,0-1-8], [10:0-3-8,0-1-8], [13:0-3-8,0-2-0], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.98 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.37 0.08 0.07 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-13,3-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12 REACTIONS.(lb/size)16=1920/0-3-8, 9=2021/0-3-8 Max Horz 16=-189(LC 4) Max Uplift 16=-107(LC 5), 9=-111(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2035/166, 2-3=-2528/263, 3-5=-2482/262, 5-6=-2484/263, 6-7=-2014/176, 1-16=-1895/138, 7-9=-1998/184 BOT CHORD 13-15=-177/1354, 12-13=-281/2526, 10-12=-86/1330 WEBS 2-13=-219/1565, 3-13=-689/238, 5-12=-704/215, 6-12=-216/1533, 1-15=-115/1330, 7-10=-119/1313 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) except (jt=lb) 16=107, 9=111. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T37 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982033 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:50 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Q31nN?tGRmFkJFoAxoFwqpVmBb9lxRwnbOyhU8zqYoh Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 111819 3x4 8x8 3x6 3x16 MT18HS3x8 4x6 3x4 3x4 3x4 3x8 4x6 4x6 4x6 3x4 8x8 3x16 MT18HS 6-9-8 6-9-8 17-3-8 10-6-0 27-9-8 10-6-0 34-7-0 6-9-8 3-0-0 3-0-0 6-9-8 3-9-8 13-9-8 7-0-0 20-9-8 7-0-0 27-9-8 7-0-0 31-7-0 3-9-8 34-7-0 3-0-0 35-10-8 1-3-8 1-7-118-3-58-5-31-7-118-3-512.00 12 Plate Offsets (X,Y)-- [3:0-6-2,Edge], [7:0-6-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 1.00 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.71 0.10 0.05 (loc) 14-16 14-16 11 14 l/defl >999 >578 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-16,4-14,6-14,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-5 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-12, 2-17, 8-11 REACTIONS.(lb/size)17=1934/0-3-8, 11=2054/0-3-8 Max Horz 17=-224(LC 4) Max Uplift 17=-70(LC 5), 11=-74(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2018/210, 3-4=-1356/191, 4-6=-2240/229, 6-7=-1350/192, 7-8=-2007/210, 9-11=-299/160 BOT CHORD 16-17=-204/1193, 14-16=-234/2125, 12-14=-202/2123, 11-12=-20/1173 WEBS 2-16=-71/364, 3-16=-44/934, 4-16=-1212/205, 4-14=0/326, 6-14=0/329, 6-12=-1216/204, 7-12=-43/924, 8-12=-70/370, 2-17=-2076/94, 8-11=-2064/41 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T38 Truss Type Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982034 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:51 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uGb9aLtvC3NbwONMVVm9N01vg?YmgsPxq2iE0azqYog Scale = 1:67.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718 3x4 6x6 3x12 3x8 3x8 4x6 2x4 3x8 3x8 4x6 4x6 4x6 3x4 6x6 3x6 8-3-8 8-3-8 17-3-8 9-0-0 26-3-8 9-0-0 34-7-0 8-3-8 3-9-0 3-9-0 8-3-8 4-6-8 17-3-8 9-0-0 26-3-8 9-0-0 30-10-0 4-6-8 34-7-0 3-9-0 35-10-8 1-3-8 1-7-119-9-59-11-31-7-119-9-512.00 12 Plate Offsets (X,Y)-- [3:0-4-1,0-3-0], [6:0-4-1,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.82 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.41 0.10 0.04 (loc) 13-15 13-15 10 13 l/defl >999 >995 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SP 2400F 2.0E, 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-15,4-15,4-13,4-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-8 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-11, 2-16, 7-10 REACTIONS.(lb/size)16=1929/0-3-8, 10=2049/0-3-8 Max Horz 16=-259(LC 4) Max Uplift 16=-30(LC 5), 10=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1999/229, 3-4=-1328/212, 4-6=-1322/213, 6-7=-1990/229, 8-10=-352/162 BOT CHORD 15-16=-214/1253, 13-15=-179/1994, 11-13=-179/1994, 10-11=-2/1236 WEBS 2-15=-77/261, 3-15=-36/826, 4-15=-1047/181, 4-13=0/537, 4-11=-1051/179, 6-11=-35/816, 7-11=-77/269, 2-16=-2014/100, 7-10=-2002/44 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, 10. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T39 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982035 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:51 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uGb9aLtvC3NbwONMVVm9N01xA?YJgq0xq2iE0azqYog Scale = 1:75.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718192021 3x6 5x8 8x8 5x6 3x8 MT18HS6x8 4x6 2x4 4x10 3x6 4x8 4x6 3x4 3x6 4x6 9-7-8 9-7-8 19-11-12 10-4-4 27-7-12 7-8-0 34-7-0 6-11-4 4-11-8 4-11-8 9-7-8 4-8-0 12-3-12 2-8-4 19-11-12 7-8-0 27-7-12 7-8-0 32-3-0 4-7-4 34-7-0 2-4-0 35-10-8 1-3-8 1-7-118-5-111-3-31-7-118-5-112.00 12 Plate Offsets (X,Y)-- [4:0-1-14,Edge], [6:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.74 0.78 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.72 0.08 0.06 (loc) 13-15 13-15 10 13-15 l/defl >999 >571 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,4-15,4-13,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-13, 2-16 REACTIONS.(lb/size)16=1992/0-3-8, 10=2055/0-3-8 Max Horz 16=-290(LC 4) Max Uplift 16=-57(LC 7), 10=-134(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/130, 2-3=-1998/245, 3-4=-1926/265, 4-5=-2141/243, 5-6=-2142/244, 6-7=-2024/204, 1-16=-341/110 BOT CHORD 15-16=-175/1333, 13-15=-148/1951, 11-13=-50/1350, 10-11=0/1076 WEBS 3-15=-282/2344, 4-15=-2008/293, 4-13=-77/382, 5-13=-718/221, 6-13=-146/1155, 2-16=-1923/51, 7-11=-68/347, 7-10=-2042/89 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 10=134. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T40 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982036 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:52 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-NS9XnhuXzNVSYYyY3CHOvEa6bPrkPHd43iRnZ1zqYof Scale = 1:76.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920 3x4 5x8 6x8 5x6 3x6 5x8 4x6 3x6 3x6 4x6 3x8 4x6 3x4 6x8 3x6 9-4-0 9-4-0 13-6-4 4-2-4 21-4-0 7-9-12 28-10-4 7-6-4 34-3-8 5-5-4 3-9-0 3-9-0 9-4-0 5-7-0 13-6-4 4-2-4 21-4-0 7-9-12 28-10-4 7-6-4 34-3-8 5-5-4 35-7-0 1-3-8 1-11-36-11-111-3-31-7-116-11-112.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0], [6:0-3-9,0-2-8], [7:0-3-8,Edge], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.76 0.96 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.46 0.09 0.07 (loc) 12-13 12-13 9 12-13 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-15,5-13,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-13, 2-16 REACTIONS.(lb/size)16=1852/Mechanical, 9=2005/0-3-8 Max Horz 16=-266(LC 4) Max Uplift 16=-58(LC 7), 9=-134(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1808/229, 3-4=-1747/240, 4-5=-2307/232, 5-6=-2392/243, 6-7=-1997/166, 7-9=-1972/180 BOT CHORD 15-16=-157/1116, 13-15=-112/2303, 12-13=-141/2389, 10-12=-30/1311 WEBS 3-15=-219/1928, 4-15=-2120/248, 5-12=-646/198, 6-12=-148/1442, 2-16=-1819/121, 7-10=-75/1271 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 except (jt=lb) 9=134. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T41 Truss Type Roof Special Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982037 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:53 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-rejw?1v9kheJAiXkdwodSR7HOpDr8oCDHMBL5TzqYoe Scale = 1:76.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718 3x4 5x6 6x6 5x6 3x8 MT18HS 5x8 4x6 3x6 3x6 4x8 3x8 4x6 3x4 5x6 3x6 9-4-0 9-4-0 15-0-4 5-8-4 22-10-0 7-9-12 30-4-4 7-6-4 34-3-8 3-11-4 3-9-0 3-9-0 9-4-0 5-7-0 15-0-4 5-8-4 22-10-0 7-9-12 30-4-4 7-6-4 34-3-8 3-11-4 35-7-0 1-3-8 1-11-35-5-111-3-31-7-115-5-112.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-8], [6:0-3-9,0-2-8], [7:0-3-0,0-1-15], [10:0-3-8,0-1-8], [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 0.84 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.47 0.10 0.09 (loc) 11-13 11-13 9 13 l/defl >999 >877 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-15,4-15,5-13,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 2-16 REACTIONS.(lb/size)16=1772/Mechanical, 9=1827/0-3-8 Max Horz 16=-293(LC 4) Max Uplift 16=-59(LC 7), 9=-134(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1713/227, 3-4=-1695/217, 4-5=-2845/257, 5-6=-2631/257, 6-7=-1682/157, 7-9=-1806/170 BOT CHORD 15-16=-161/1062, 13-15=-111/2845, 11-13=-171/2629, 10-11=-51/1134 WEBS 3-15=-184/1732, 4-15=-2352/273, 5-13=-40/259, 5-11=-862/182, 6-11=-146/1816, 6-10=-313/99, 2-16=-1724/118, 7-10=-65/1191 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) 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=134. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T42 Truss Type Half Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982038 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:54 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JrHICNwnV_mAns5xAdKs?ffU5CeLtD_NW0wudvzqYod Scale = 1:25.9 1 2 3 4 5 8 7 6 5x6 3x4 3x8 2x4 3x8 3x4 3x6 2-5-4 2-5-4 13-3-8 10-10-4 -1-3-8 1-3-8 2-5-4 2-5-4 7-8-10 5-3-6 13-3-8 5-6-14 1-7-113-11-14-0-153-11-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.57 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.62 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >626 >250 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=644/Mechanical, 8=771/0-3-8 Max Horz 8=153(LC 6) Max Uplift 6=-70(LC 4), 8=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/47, 3-4=-381/52, 2-8=-857/43 BOT CHORD 6-7=-134/582 WEBS 4-7=-259/147, 4-6=-658/171, 2-7=0/498 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T43 Truss Type Half Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982039 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:54 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JrHICNwnV_mAns5xAdKs?ffV1CiMtFKNW0wudvzqYod Scale = 1:24.8 1 2 3 4 5 8 7 6 5x6 2x4 2x4 3x8 4x10 2x4 3x6 6-11-10 6-11-10 13-3-8 6-3-14 -1-3-8 1-3-8 0-11-4 0-11-4 6-11-10 6-0-6 13-3-8 6-3-14 1-7-112-5-12-6-152-5-112.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.00 0.03 (loc) 7-8 7-8 6 7 l/defl >999 >963 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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 (4-10-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=644/Mechanical, 8=771/0-3-8 Max Horz 8=81(LC 5) Max Uplift 6=-75(LC 4), 8=-54(LC 4) Max Grav 6=647(LC 11), 8=771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1146/164, 4-5=-1144/163, 5-6=-588/105 BOT CHORD 7-8=-74/253 WEBS 3-7=-114/958, 4-7=-559/171, 5-7=-131/1139, 3-8=-622/143 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 and C-C Exterior(2) -1-3-8 to 13-1-12 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss T44 Truss Type Half Hip Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982040 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:55 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-n1rgQjxPGIu1P0g7kLr5XsCiAc0QcpEWlfgS9LzqYoc Scale = 1:34.5 1 2 3 4 6 5 4x6 2x4 2x4 3x6 4x8 6-0-0 6-0-0 -1-3-8 1-3-8 4-7-2 4-7-2 6-0-0 1-4-14 1-0-125-7-145-4-60-3-85-7-1412.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.39 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=415/0-3-8, 5=271/0-1-8 Max Horz 6=214(LC 6) Max Uplift 5=-82(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-358/37 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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982041 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:55 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-n1rgQjxPGIu1P0g7kLr5XsCipcuVcgIWlfgS9LzqYoc Scale = 1:33.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 5x6 5x6 3x4 8x16 3x6 4x6 3x4 4x6 10x10 3-9-8 3-9-8 12-9-8 9-0-1 16-7-0 3-9-8 -1-3-8 1-3-8 3-9-8 3-9-8 8-3-8 4-6-0 12-9-8 4-6-0 16-7-0 3-9-8 17-10-8 1-3-8 1-7-115-3-55-5-31-7-115-3-512.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-1-8], [5:0-3-0,0-1-8], [6:0-2-12,0-1-8], [10:0-1-12,0-0-0], [11:0-5-4,0-4-12], [11:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.42 0.02 0.19 (loc) 9-10 9-10 8 9-10 l/defl >999 >467 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=1811/0-3-8, 8=1876/0-3-8 Max Horz 12=135(LC 4) Max Uplift 12=-476(LC 5), 8=-505(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1857/560, 3-4=-1218/414, 4-5=-1271/437, 5-6=-1934/594, 2-12=-1982/556, 6-8=-2059/590 BOT CHORD 9-10=-475/1447 WEBS 3-10=-351/990, 4-10=-370/150, 4-9=-292/137, 5-9=-375/1045, 2-10=-430/1343, 6-9=-459/1403 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=476, 8=505. 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) 462 lb down and 241 lb up at 3-9-8, 226 lb down and 100 lb up at 5-10-8, 226 lb down and 100 lb up at 7-10-8, 226 lb down and 100 lb up at 9-10-8, and 226 lb down and 100 lb up at 11-10-8, and 462 lb down and 241 lb up at 12-8-8 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-12=-20 Concentrated Loads (lb) Vert: 10=-462 9=-462 13=-226 14=-226 15=-226 16=-226 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG02 Truss Type Hip Girder Qty 1 Ply 3 McKenzie 287 Westvale Job Reference (optional) I35982042 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:56 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FDP2d2x11c0u1AFJI2MK44lo90KxL84g_JP?iozqYob Scale = 1:32.4 1 2 3 4 5 6 10 9 8 71112131415 16 17 8x14 MT18HS 8x14 MT18HS 8x8 6x10 3x6 10x10 3x12 6x10 2x4 3-7-0 3-7-0 6-1-8 2-6-8 13-0-0 6-10-8 16-7-0 3-7-0 -1-3-8 1-3-8 3-7-0 3-7-0 6-1-8 2-6-8 8-3-8 2-2-0 13-0-0 4-8-8 16-7-0 3-7-0 1-0-124-7-121-0-124-7-1212.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-2], [2:0-4-10,0-2-4], [2:0-1-2,0-1-2], [3:1-0-4,0-1-12], [5:0-1-12,0-6-4], [6:0-2-4,0-4-10], [6:0-1-2,0-1-2], [9:0-3-12,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.72 0.50 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.21 0.03 0.06 (loc) 7-9 7-9 6 7-9 l/defl >999 >931 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 331 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-9: 2x4 SPF-S Stud 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=7330/0-3-8, 6=10755/0-3-8 Max Horz 2=109(LC 4) Max Uplift 2=-1354(LC 5), 6=-1134(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9215/1763, 3-4=-10143/1840, 4-5=-10139/1840, 5-6=-11895/1513 BOT CHORD 2-10=-1173/5863, 9-10=-1180/5846, 7-9=-992/7875, 6-7=-973/7622 WEBS 3-10=-478/97, 3-9=-1328/8180, 5-9=-997/2677, 5-7=-556/7131 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-4 2x4 - 1 row at 0-4-0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 5 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1354, 6=1134. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG02 Truss Type Hip Girder Qty 1 Ply 3 McKenzie 287 Westvale Job Reference (optional) I35982042 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:56 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FDP2d2x11c0u1AFJI2MK44lo90KxL84g_JP?iozqYob NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 80 lb up at 3-7-0, 222 lb down and 77 lb up at 4-0-12, 222 lb down and 77 lb up at 6-0-12, 4483 lb down and 1435 lb up at 6-1-8, 2104 lb down and 79 lb up at 8-0-12, 222 lb down and 77 lb up at 8-0-12, 2075 lb down and 73 lb up at 10-0-12, 222 lb down and 77 lb up at 10-0-12, 1855 lb down and 69 lb up at 12-0-12, 222 lb down and 77 lb up at 12-0-12, 222 lb down and 77 lb up at 12-6-4, 197 lb down and 80 lb up at 13-0-0, and 2045 lb down and 71 lb up at 14-0-12, and 2051 lb down and 64 lb up at 16-0-12 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: 1-3=-80, 3-5=-80, 5-6=-80, 2-6=-20 Concentrated Loads (lb) Vert: 10=-197 9=-4706(B=-4483) 7=-197 11=-222 12=-2326(B=-2104) 13=-2298(B=-2075) 14=-2077(B=-1855) 15=-222 16=-2045(B) 17=-2051(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982043 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:57 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jQyQrOyfov8leJqWsmtZcHHzpQZ54agpCz9YEEzqYoa Scale = 1:67.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718192021222324252627282930313233 5x8 3x6 5x8 4x8 4x6 2x4 4x10 2x4 3x6 4x10 5x8 6x6 3x4 5x6 5x8 8-10-3 8-10-3 17-5-8 8-7-5 26-2-8 8-9-1 34-9-13 8-7-5 37-8-0 2-10-3 -0-11-0 0-11-0 4-8-4 4-8-4 8-10-3 4-1-15 17-5-8 8-7-5 26-2-8 8-9-1 34-9-13 8-7-5 37-8-0 2-10-3 0-5-26-10-107-0-124-11-26-10-109.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-2-6], [4:0-4-0,0-1-6], [8:0-4-0,0-1-6], [9:0-3-0,0-1-12], [12:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.95 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.09 0.21 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 380 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-14,7-14,8-12,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=4138/0-3-8, 10=4503/Mechanical Max Horz 2=220(LC 12) Max Uplift 2=-1101(LC 4), 10=-1423(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6095/1792, 3-4=-5874/1820, 4-5=-6500/2194, 5-7=-6497/2192, 7-8=-5623/1899, 8-9=-2252/785, 9-10=-4594/1488 BOT CHORD 2-16=-1573/4752, 14-16=-1557/4630, 12-14=-1962/5619, 11-12=-657/1847 WEBS 4-16=-474/1553, 4-14=-989/2451, 5-14=-790/243, 7-14=-381/1103, 7-12=-1441/467, 8-12=-1643/4759, 8-11=-2009/666, 9-11=-1251/3708 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) 2=1101, 10=1423. 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 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982043 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:57 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jQyQrOyfov8leJqWsmtZcHHzpQZ54agpCz9YEEzqYoa NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 388 lb down and 113 lb up at 4-10-15, 251 lb down and 86 lb up at 6-10-15, 251 lb down and 143 lb up at 8-10-15, 251 lb down and 143 lb up at 10-10-15, 251 lb down and 143 lb up at 12-10-15, 251 lb down and 143 lb up at 14-10-15, 251 lb down and 143 lb up at 16-10-15, 251 lb down and 143 lb up at 18-10-15, 251 lb down and 143 lb up at 20-10-15, 251 lb down and 143 lb up at 22-10-15, 251 lb down and 143 lb up at 24-10-15, 251 lb down and 143 lb up at 26-10-15, 251 lb down and 143 lb up at 28-10-15, 251 lb down and 143 lb up at 30-10-15, 251 lb down and 143 lb up at 32-10-15, and 251 lb down and 143 lb up at 34-9-1, and 252 lb down and 93 lb up at 36-7-9 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: 1-4=-80, 4-8=-80, 8-9=-80, 2-16=-20, 16-20=-60, 20-26=-20, 12-26=-60, 12-31=-20, 11-31=-60, 10-11=-20 Concentrated Loads (lb) Vert: 16=-251 11=-251 17=-388(F) 18=-251 19=-251 21=-251 22=-251 23=-251 24=-251 25=-251 26=-251 27=-251 28=-251 29=-251 30=-251 32=-251 33=-252 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982044 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:58 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BcWp2kzIZDGcGTPiPTOo9Vq5oq_qp2UzRdu6mgzqYoZ Scale = 1:50.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 4x8 5x10 MT18HS 2x4 4x6 4x6 5x8 3x6 8x10 6x8 6-2-6 6-2-6 12-1-4 5-10-14 20-8-8 8-7-4 6-2-6 6-2-6 12-1-4 5-10-14 16-0-0 3-10-12 20-8-8 4-8-8 2-3-78-11-02-3-79.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.60 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.41 0.03 0.08 (loc) 7-9 7-9 6 7-9 l/defl >999 >595 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 104 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,1-9,2-7,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-14 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)10=1021/0-3-8, 6=1021/0-3-8 Max Horz 10=230(LC 5) Max Uplift 10=-107(LC 3), 6=-129(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-940/110, 1-2=-2395/149, 2-3=-2553/0, 3-4=-3089/0 BOT CHORD 7-9=-282/2395, 6-7=-96/750 WEBS 1-9=-150/2416, 2-9=-629/99, 2-7=0/259, 3-7=-2124/15, 4-7=0/2751, 4-6=-1075/138 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=107, 6=129. 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) 51 lb down and 61 lb up at 2-0-12, and 51 lb down and 61 lb up at 3-5-12 on top chord, and 3 lb down and 23 lb up at 2-0-12, and 3 lb down and 23 lb up at 3-5-12 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=-80, 3-5=-80, 6-10=-20 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982045 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:59 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fo4BF4_wKXOSud_uzBv1iiNPvDS?Yd_6gHefI7zqYoY Scale = 1:25.0 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 3x8 5x6 2x4 3-0-0 3-0-0 6-0-0 3-0-0 -1-3-8 1-3-8 3-0-0 3-0-0 6-0-0 3-0-0 1-0-123-10-144-0-123-10-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.37 0.09 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6 5-6 5 6 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 SLIDER Left 2x8 SP 2400F 2.0E 1-9-11 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=408/Mechanical, 2=486/0-3-8 Max Horz 2=114(LC 12) Max Uplift 5=-99(LC 4), 2=-83(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-384/74 WEBS 3-5=-277/86 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 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) 90 lb down and 70 lb up at 3-0-0, and 96 lb down and 82 lb up at 4-0-12 on top chord, and 38 lb down at 3-0-0, and 53 lb down at 4-0-12 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: 1-3=-80, 3-4=-80, 2-5=-20 Concentrated Loads (lb) Vert: 3=-53(B) 6=-30(B) 8=-96(B) 9=-26(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982046 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:59 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fo4BF4_wKXOSud_uzBv1iiNKdDF0YZV6gHefI7zqYoY Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 13 12 112223242526 27 28 4x8 5x6 10x10 4x6 4x6 3x8 2x4 3x8 2x4 10x10 4x6 9-2-3 9-2-3 16-2-13 7-0-11 25-5-0 9-2-3 -0-11-0 0-11-0 4-8-13 4-8-13 9-2-3 4-5-5 16-2-13 7-0-11 20-8-3 4-5-5 25-5-0 4-8-13 26-4-0 0-11-0 1-1-07-9-127-11-101-1-07-9-129.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-6], [6:0-3-0,0-2-2], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.64 0.92 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.21 0.06 0.11 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 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* 6-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 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. REACTIONS.(lb/size)2=2868/0-3-8, 9=2930/0-3-8 Max Horz 2=-161(LC 3) Max Uplift 2=-759(LC 5), 9=-783(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3592/1036, 4-5=-3371/1053, 5-6=-2644/879, 6-7=-3466/1089, 7-9=-3686/1071 BOT CHORD 2-13=-834/2750, 11-13=-778/2718, 9-11=-750/2821 WEBS 5-13=-543/1447, 6-11=-611/1589 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=759, 9=783. 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) 472 lb down and 178 lb up at 5-2-15, 290 lb down and 111 lb up at 7-2-15, 290 lb down and 170 lb up at 9-2-15, 290 lb down and 170 lb up at 11-2-15, 290 lb down and 170 lb up at 13-2-15, 290 lb down and 170 lb up at 15-2-15, 290 lb down and 170 lb up at 16-2-1, and 290 lb down and 111 lb up at 18-2-1, and 472 lb down and 178 lb up at 20-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982046 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:16:59 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fo4BF4_wKXOSud_uzBv1iiNKdDF0YZV6gHefI7zqYoY 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=-80, 5-6=-80, 6-10=-80, 14-24=-20, 11-24=-60, 11-18=-20 Concentrated Loads (lb) Vert: 12=-290 13=-290 11=-290 22=-472(B) 23=-290 25=-290 26=-290 27=-290 28=-472(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982047 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:00 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-8?eZTQ_Y5qWJVnZ5XuQGEwvc7doCH3gFuxNCrZzqYoX Scale = 1:30.5 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x4 3x4 3x6 3-7-8 3-7-8 6-7-8 3-0-0 -0-11-0 0-11-0 3-7-8 3-7-8 6-7-8 3-0-0 1-4-24-9-124-11-104-9-1212.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.09 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6 6 5 6 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 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=492/Mechanical, 7=517/0-3-8 Max Horz 7=146(LC 4) Max Uplift 5=-165(LC 4), 7=-101(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/108, 2-7=-479/115 WEBS 3-5=-358/156 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) 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) except (jt=lb) 5=165, 7=101. 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) 143 lb down and 124 lb up at 3-7-8, and 97 lb down and 85 lb up at 4-8-4 on top chord, and 66 lb down and 20 lb up at 3-7-8, and 55 lb down at 4-8-4 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=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 3=-106(B) 6=-45(B) 8=-97(B) 9=-43(B) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982048 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:01 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-cBCxgm?As8eA7x8H5byVn7Sj211P0R4P7b7mN?zqYoW Scale = 1:44.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 5x6 5x6 2x4 4x6 4x8 2x4 3x8 4x6 2x4 4x6 4x8 4-1-12 4-1-12 11-7-8 7-5-13 19-1-5 7-5-13 23-3-0 4-1-11 -1-3-8 1-3-8 4-1-12 4-1-12 11-7-8 7-5-13 19-1-5 7-5-13 23-3-0 4-1-11 24-6-8 1-3-8 2-11-156-11-137-1-113-0-06-11-1312.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-15,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.45 0.54 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.02 0.08 (loc) 10-12 10-12 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 261 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,4-9: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)13=2559/0-3-8, 8=2631/0-3-8 Max Horz 13=189(LC 12) Max Uplift 13=-1056(LC 4), 8=-1098(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2062/977, 3-4=-1374/712, 4-5=-1414/739, 5-6=-2120/1016, 2-13=-2614/1113, 6-8=-2687/1160 BOT CHORD 10-12=-1111/2478, 9-10=-1111/2478 WEBS 3-12=-594/1013, 4-12=-1495/585, 4-10=-457/1175, 4-9=-1441/549, 5-9=-622/1055, 2-12=-824/1697, 6-9=-859/1749 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) 13=1056, 8=1098. 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) 494 lb down and 552 lb up at 4-1-12, 251 lb down and 155 lb up at 6-2-12, 183 lb down and 130 lb up at 8-2-12, 183 lb down and 130 lb up at 10-2-12, 183 lb down and 130 lb up at 12-2-12, 183 lb down and 130 lb up at 14-2-12, 183 lb down and 130 lb up at 16-2-12, and 251 lb down and 155 lb up at 18-2-12, and 494 lb down and 540 lb up at 19-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982048 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:01 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-cBCxgm?As8eA7x8H5byVn7Sj211P0R4P7b7mN?zqYoW 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=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 13-15=-20, 15-19=-60, 8-19=-20 Concentrated Loads (lb) Vert: 12=-494 9=-494 14=-251 15=-183 16=-183 17=-183 18=-183 20=-183 21=-251 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982049 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:02 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-4NmJu60odSm1l5jTeJTkJL?pvRQjls6YMFsJvRzqYoV Scale = 1:40.9 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 4x10 6x8 4x6 3x12 4x6 3x6 4x6 3x12 3x12 4-9-11 4-9-11 12-5-6 7-7-11 18-0-11 5-7-6 -2-3-8 2-3-8 4-9-11 4-9-11 12-5-6 7-7-11 18-0-11 5-7-6 3-4-86-9-106-11-122-9-46-9-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-5-0,0-0-10], [4:0-5-3,Edge], [5:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.83 0.28 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.01 0.14 (loc) 7-9 7-9 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-4 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)10=1414/0-3-8, 6=1168/Mechanical Max Horz 10=168(LC 4) Max Uplift 10=-982(LC 5), 6=-857(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1002/911, 3-4=-809/819, 4-5=-1111/960, 2-10=-1410/1053, 5-6=-1135/919 BOT CHORD 7-9=-738/725 WEBS 3-9=-262/128, 2-9=-850/897, 5-7=-848/845 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=982, 6=857. 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) 166 lb down and 100 lb up at 4-9-11, 60 lb down and 72 lb up at 6-10-7, 60 lb down and 72 lb up at 8-10-7, and 60 lb down and 72 lb up at 10-10-7, and 204 lb down and 186 lb up at 12-5-6 on top chord, and 84 lb down and 496 lb up at 4-9-11, 36 lb down and 136 lb up at 6-10-7, 36 lb down and 136 lb up at 8-10-7, and 36 lb down and 136 lb up at 10-10-7, and 92 lb down and 418 lb up at 12-4-10 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982049 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:02 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-4NmJu60odSm1l5jTeJTkJL?pvRQjls6YMFsJvRzqYoV LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 4-5=-80, 9-10=-20, 9-15=-60, 6-15=-20 Concentrated Loads (lb) Vert: 3=-63(F) 4=-126(F) 9=-42(F) 7=-51(F) 11=-50(F) 12=-50(F) 13=-50(F) 14=-18(F) 16=-18(F) 17=-18(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982050 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:03 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-YZKh5S1QOluuMEHfC0_zsYX2frb1UHeibvctRuzqYoU Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819202122232425262728 4x6 5x6 3x6 3x4 4x8 6x16 4x6 4x6 3x6 4x6 4x6 3x4 4x6 6x16 5x6 4x8 3-9-8 3-9-8 12-9-8 9-0-0 21-9-8 9-0-0 30-9-8 9-0-0 34-7-0 3-9-8 3-9-8 3-9-8 10-6-8 6-9-0 17-3-8 6-9-0 24-0-8 6-9-0 30-9-8 6-9-0 34-7-0 3-9-8 35-10-8 1-3-8 1-7-115-3-15-5-31-7-115-3-112.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-3-0,0-1-4], [7:0-3-0,0-1-4], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.51 0.98 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.45 0.10 0.19 (loc) 13-14 13-14 10 13-14 l/defl >999 >924 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 332 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-11 REACTIONS.(lb/size)17=3761/0-3-8, 10=3750/0-3-8 Max Horz 17=-151(LC 3) Max Uplift 17=-1027(LC 4), 10=-1010(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4000/1154, 2-3=-2723/831, 3-4=-6442/1860, 4-6=-6340/1855, 6-7=-2583/808, 7-8=-3808/1125, 1-17=-3932/1104, 8-10=-3872/1073 BOT CHORD 14-16=-1685/5736, 13-14=-1933/6631, 11-13=-1640/5625 WEBS 2-16=-722/2393, 3-16=-3719/1079, 3-14=-481/1697, 4-14=-294/138, 4-13=-442/129, 6-13=-491/1718, 6-11=-3750/1094, 7-11=-699/2265, 1-16=-870/2956, 8-11=-839/2822 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1027, 10=1010. 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) 462 lb down and 241 lb up at 3-9-8, 226 lb down and 100 lb up at 5-10-8, 361 lb down and 72 lb up at 6-8-8, 144 lb down and 110 lb up at 8-8-8, 144 lb down and 110 lb up at 10-8-8, 361 lb down and 72 lb up at 12-8-8, 226 lb down and 100 lb up at 14-8-8, 226 lb down and 100 lb up at 16-8-8, 226 lb down and 100 lb up at 18-8-8, 226 lb down and 100 lb up at 20-8-8, 226 lb down and 100 lb up at 22-8-8, 226 lb down and 100 lb up at 24-8-8, 226 lb down and 100 lb up at 26-8-8, and 226 lb down and 100 lb up at 28-8-8, and 462 lb down and 241 lb up at 30-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 287 Westvale Job Reference (optional) I35982050 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:03 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-YZKh5S1QOluuMEHfC0_zsYX2frb1UHeibvctRuzqYoU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-7=-80, 7-8=-80, 8-9=-80, 10-17=-20 Concentrated Loads (lb) Vert: 16=-462 14=-361 11=-462 12=-226 18=-226 19=-361 20=-144 21=-144 22=-226 23=-226 24=-226 25=-226 26=-226 27=-226 28=-226 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss TG11 Truss Type Flat Girder Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982051 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:04 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-0mu4Jo22830l_OssmkVCPm48cE4FDwWrpZLQ_KzqYoT Scale = 1:17.4 1 2 4 356 2x4 3x4 2x4 4x6 5-10-8 5-10-8 5-10-8 5-10-8 2-7-15LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.82 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.00 -0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >816 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=423/Mechanical, 3=423/Mechanical 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; 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) This truss 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down at 1-11-4, and 144 lb down at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-144(F) 6=-144(F) January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V01 Truss Type Valley Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982052 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:05 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UyRSW72hvN8ccYR2KR0RxzdQReU3yGJ_2D5zWmzqYoS Scale = 1:75.4 1 2 3 4 8 7 6 5 2x4 3x6 4x6 2x4 2x4 2x4 3x4 2x4 10-2-7 10-2-7 6-4-7 6-4-7 10-2-7 3-10-0 5-10-412-2-128-4-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.36 0.18 0.48 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: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-6: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 10-2-7. (lb) - Max Horz 8=138(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 8=-314(LC 4), 7=-429(LC 6) Max Grav All reactions 250 lb or less at joint(s) 5 except 8=483(LC 5), 6=565(LC 1), 7=462(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-473/320 WEBS 3-6=-302/39, 2-7=-312/187, 1-7=-251/375 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 8=314, 7=429. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982053 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:05 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UyRSW72hvN8ccYR2KR0RxzdR3eUyyKT_2D5zWmzqYoS Scale = 1:46.5 1 2 3 4 7 6 53x4 2x4 2x4 2x4 2x4 2x4 2x4 10-10-1 10-10-1 0-0-48-1-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.19 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-9-12. (lb) - Max Horz 1=237(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 6=-106(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=538(LC 1), 7=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/72 WEBS 3-6=-354/163, 2-7=-277/125 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 6=106. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982054 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:06 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-y8?qjT3JggGTDi0Et9XgUB9cg2qWhpH8HtqX2DzqYoR Scale = 1:36.6 1 2 3 5 463x4 2x4 2x4 2x4 2x4 8-2-1 8-2-1 0-0-46-1-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 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 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/8-1-12, 4=214/8-1-12, 5=505/8-1-12 Max Horz 1=176(LC 6) Max Uplift 4=-37(LC 6), 5=-112(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-362/173 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=112. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982055 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:07 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QLZCxp4xR_OKrsbRRs3v0OiioS4KQHGHVXa4bfzqYoQ Scale = 1:24.8 1 2 32x4 2x4 2x4 5-6-1 5-6-1 0-0-44-1-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.63 0.58 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=246/5-5-12, 3=246/5-5-12 Max Horz 1=114(LC 6) Max Uplift 3=-60(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982056 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:07 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QLZCxp4xR_OKrsbRRs3v0OinWSBQQHGHVXa4bfzqYoQ Scale = 1:13.6 1 2 3 2x4 2x4 2x4 2-10-1 2-10-1 0-0-42-1-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=113/2-9-12, 3=113/2-9-12 Max Horz 1=52(LC 6) Max Uplift 3=-27(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982057 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-vX7a895ZCIWBT0Ad?aa8ZcEyKsWf9h2RkBJe75zqYoP Scale = 1:47.2 1 2 3 4 7 6 53x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-4 11-0-4 0-0-48-3-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.19 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-11-15. (lb) - Max Horz 1=242(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 6=-106(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=537(LC 1), 7=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/75 WEBS 3-6=-353/162, 2-7=-283/128 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 6=106. 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. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982058 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-vX7a895ZCIWBT0Ad?aa8ZcEy_sWo9jgRkBJe75zqYoP Scale = 1:37.3 1 2 3 5 463x4 2x4 2x4 2x4 2x4 8-4-4 8-4-4 0-0-46-3-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 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 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/8-3-15, 4=214/8-3-15, 5=522/8-3-15 Max Horz 1=180(LC 6) Max Uplift 4=-36(LC 6), 5=-115(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-370/177 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=115. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982059 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:09 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-NjhzMV5Bzbf249lpZH5N6pn1YFk7uBlazr3BfXzqYoO Scale = 1:25.5 1 2 32x4 2x4 2x4 5-8-4 5-8-4 0-0-44-3-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.68 0.62 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=255/5-7-15, 3=255/5-7-15 Max Horz 1=118(LC 6) Max Uplift 3=-62(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982060 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:10 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-rwFLZr6pkvnviJK06_cce1KI4fBpde?kCVokB_zqYoN Scale = 1:14.3 1 2 3 2x4 2x4 2x4 3-0-4 3-0-4 0-0-42-3-39.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.31 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=122/2-11-15, 3=122/2-11-15 Max Horz 1=56(LC 6) Max Uplift 3=-30(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982061 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:11 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-J6pjnB7SVDvmKTvCgi7rBEsVD3Y9M5FtQ9YIkQzqYoM Scale = 1:11.5 1 2 3 2x4 2x4 2x4 2-3-11 2-3-11 0-0-41-8-129.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.15 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/2-3-5, 3=86/2-3-5 Max Horz 1=40(LC 6) Max Uplift 3=-21(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 29,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18803700 Truss V11 Truss Type Valley Qty 2 Ply 1 McKenzie 287 Westvale Job Reference (optional) I35982062 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jan 29 08:17:12 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-nIM5_X84GW1cxdTOEPe4jSPXYTsg5Wn0fpHrGszqYoL Scale = 1:44.7 1 2 3 5 4 2x4 3x4 2x4 3x4 -1-3-8 1-3-8 3-6-0 3-6-0 6-8-138-2-55.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.76 0.24 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 1 2 4 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=301/3-6-0, 4=135/3-6-0 Max Horz 5=168(LC 6) Max Uplift 5=-13(LC 4), 4=-245(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/33 WEBS 2-4=-0/445 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=245. 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. January 29,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths