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HomeMy WebLinkAboutTruss sealsRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I34349731 thru I34349901 My license renewal date for the state of Indiana is July 31, 2020. B17701086 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 Patel 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 15,2018 Job B17701086 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349731 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Ad?Q6d8fyhU8F6s03zotgmwh9PHAkuB_ZBhCVpynbbn Scale = 1:19.5 1 2 5 3 6 43x4 5-5-4 5-5-4 -1-2-14 1-2-14 5-5-4 5-5-4 0-9-52-8-62-2-02-8-64.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.13 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 >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=144/Mechanical, 2=309/0-4-9, 4=55/Mechanical Max Horz 2=74(LC 3) Max Uplift3=-57(LC 3), 2=-56(LC 9) Max Grav 3=144(LC 1), 2=309(LC 1), 4=104(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 57 lb uplift at joint 3 and 56 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 13 lb up at 2-7-10, and 4 lb down and 13 lb up at 2-7-10 on top chord, and 3 lb down and 1 lb up at 2-7-10, and 3 lb down and 1 lb up at 2-7-10 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-7(F=-3, B=-3) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349732 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fpZoKz8Hj?c?sGRCdhJ6DzTnipZwTHX8oqRl2Fynbbm Scale = 1:29.4 1 2 3 4 6 5 7 8 9 10 11 2x4 4x6 3x4 3x6 3x4 2-10-14 2-10-14 3-0-10 0-1-12 9-4-0 6-3-6 -1-2-14 1-2-14 4-9-2 4-9-2 9-4-0 4-6-14 0-9-54-0-154.24 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.29 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.02 0.02 -0.00 -0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 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) 5=60/Mechanical, 6=723/0-3-8 Max Horz 6=115(LC 3) Max Uplift5=-105(LC 8), 6=-281(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-319/1232, 7-8=-306/1250, 3-8=-269/1103 BOT CHORD 2-6=-1080/315, 6-10=-532/66, 10-11=-532/66, 5-11=-532/66 WEBS 3-5=-68/575, 3-6=-1067/277 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; cantilever left exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 5 and 281 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 235 lb up at 3-8-7, 47 lb down and 234 lb up at 3-8-7, and 60 lb down and 67 lb up at 6-6-6, and 35 lb down and 51 lb up at 6-6-7 on top chord, and 37 lb down and 262 lb up at 3-8-7, 36 lb down and 260 lb up at 3-8-7, and 41 lb down and 29 lb up at 6-6-6, and 28 lb down at 6-6-7 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: 4-7=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=195(F=97, B=98) 9=-95(F=-35, B=-60) 10=260(F=130, B=131) 11=-44(F=-23, B=-21) Trapezoidal Loads (plf) Vert: 1=-200(F=-70, B=-70)-to-7=-60 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349733 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fpZoKz8Hj?c?sGRCdhJ6DzTr9pcZTLR8oqRl2Fynbbm Scale = 1:14.4 1 2 5 3 6 4 3x4 3x4 5-2-14 5-2-14 -1-2-14 1-2-14 5-2-14 5-2-14 0-7-51-10-21-4-21-10-22.83 12 Plate Offsets (X,Y)-- [2:0-2-10,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.12 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: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=137/Mechanical, 2=297/0-4-9, 4=50/Mechanical Max Horz 2=48(LC 3) Max Uplift3=-46(LC 3), 2=-62(LC 3) Max Grav 3=137(LC 1), 2=297(LC 1), 4=100(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 46 lb uplift at joint 3 and 62 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb up at 2-5-4, and 7 lb up at 2-5-4 on top chord, and at 2-5-4, and at 2-5-4 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: 1-3=-60, 2-4=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349734 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fpZoKz8Hj?c?sGRCdhJ6DzTm0pY9TLR8oqRl2Fynbbm Scale = 1:26.0 1 2 5 6 3 7 8 43x6 8-5-12 8-5-12 -1-2-14 1-2-14 8-5-12 8-5-12 0-9-53-9-53-2-153-9-54.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.03 (loc) 2-4 2-4 3 2-4 l/defl >999 >608 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=250/Mechanical, 2=444/0-4-9, 4=116/Mechanical Max Horz 2=107(LC 3) Max Uplift3=-105(LC 3), 2=-66(LC 3) Max Grav 3=250(LC 1), 2=444(LC 1), 4=179(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 105 lb uplift at joint 3 and 66 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 12 lb up at 2-10-3, 1 lb down and 12 lb up at 2-10-3, and 18 lb down and 44 lb up at 5-8-2, and 18 lb down and 44 lb up at 5-8-2 on top chord, and 1 lb up at 2-10-3, 1 lb up at 2-10-3, and 17 lb down at 5-8-2, and 17 lb down at 5-8-2 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-36(F=-18, B=-18) 7=1(F=1, B=1) 8=-31(F=-15, B=-15) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349735 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7?7AXJ9vUJksUQ0OBOqLmB?y9Dv7CohH1UAIahynbbl Scale = 1:26.0 1 2 5 6 3 7 8 43x12 8-0-2 8-0-2 -1-8-8 1-8-8 8-0-2 8-0-2 0-11-53-9-50-6-63-2-153-9-54.24 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 -0.00 0.02 (loc) 2-4 2-4 3 2-4 l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=221/Mechanical, 2=452/0-5-8, 4=101/Mechanical Max Horz 2=107(LC 3) Max Uplift3=-97(LC 3), 2=-83(LC 3) Max Grav 3=221(LC 1), 2=452(LC 1), 4=163(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 97 lb uplift at joint 3 and 83 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 1 lb up at 2-4-9, 1 lb down and 12 lb up at 2-4-9, and 7 lb down and 40 lb up at 5-2-8, and 18 lb down and 44 lb up at 5-2-8 on top chord, and 4 lb up at 2-4-9, 1 lb up at 2-4-9, and 10 lb down at 5-2-8, and 17 lb down at 5-2-8 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-23(F=-18, B=-5) 7=5(F=1, B=4) 8=-24(F=-15, B=-8) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349736 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7?7AXJ9vUJksUQ0OBOqLmB?_0DxdCohH1UAIahynbbl Scale = 1:16.7 1 2 5 6 3 7 8 4 3x4 3x4 6-11-1 6-11-1 -1-2-14 1-2-14 6-11-1 6-11-1 0-7-52-2-140-6-01-8-142-2-142.83 12 Plate Offsets (X,Y)-- [2:0-2-10,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.01 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=182/Mechanical, 2=362/0-4-9, 4=77/Mechanical Max Horz 2=61(LC 3) Max Uplift3=-61(LC 3), 2=-68(LC 3) Max Grav 3=182(LC 1), 2=362(LC 1), 4=128(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 61 lb uplift at joint 3 and 68 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down at 1-3-7, 45 lb down at 1-3-7, and 29 lb up at 4-1-7, and 29 lb up at 4-1-7 on top chord, and at 1-3-7, at 1-3-7, and 2 lb down at 4-1-7, and 2 lb down at 4-1-7 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 8=-2(F=-1, B=-1) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349737 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bBhYlfAXFcsj6abbl6MaIOYC?dJFwFxQF8ws68ynbbk Scale = 1:15.0 1 2 3 4 3x4 3-2-14 3-2-14 -1-2-14 1-2-14 3-2-14 3-2-14 0-9-51-11-11-4-111-11-14.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=61/Mechanical, 2=232/0-7-6, 4=29/Mechanical Max Horz 2=50(LC 4) Max Uplift3=-25(LC 4), 2=-60(LC 4) Max Grav 3=61(LC 1), 2=232(LC 1), 4=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 60 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG08 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349738 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bBhYlfAXFcsj6abbl6MaIOY7cdDhwEpQF8ws68ynbbk Scale = 1:37.4 1 2 6 5 7 8 3 9 4 2x4 5x6 2x4 1-6-0 1-6-0 7-5-12 5-11-12 -1-8-8 1-8-8 7-5-12 7-5-12 2-8-55-4-14-9-115-4-14.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.39 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.18 0.18 (loc) 4-5 4-5 3 4-5 l/defl >999 >950 n/a >491 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 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=371/0-5-8, 3=186/Mechanical, 4=80/Mechanical Max Horz 6=143(LC 5) Max Uplift6=-332(LC 3), 3=-83(LC 5), 4=-187(LC 5) Max Grav 6=371(LC 1), 3=186(LC 1), 4=147(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-276/15 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; porch 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 332 lb uplift at joint 6, 83 lb uplift at joint 3 and 187 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 94 lb up at 1-10-3, 39 lb down and 94 lb up at 1-10-3, and 26 lb up at 4-8-2, and 26 lb up at 4-8-2 on top chord, and 122 lb up at 1-10-3, 122 lb up at 1-10-3, and 7 lb down and 76 lb up at 4-8-2, and 7 lb down and 76 lb up at 4-8-2 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=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=63(F=31, B=31) 9=-7(F=-3, B=-3) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349739 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3OEwy?B90w_ajk9nIptprc4FK1ZdfiBaUofPfaynbbj Scale = 1:27.4 1 2 5 6 3 7 8 43x8 9-2-4 9-2-4 -1-2-14 1-2-14 4-8-4 4-8-4 9-2-4 4-6-0 0-9-54-0-53-5-154-0-54.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.24 -0.00 0.04 (loc) 2-4 2-4 3 2-4 l/defl >999 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=290/Mechanical, 2=485/0-4-9, 4=137/Mechanical Max Horz 2=115(LC 3) Max Uplift3=-121(LC 3), 2=-68(LC 3) Max Grav 3=290(LC 1), 2=485(LC 1), 4=206(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 121 lb uplift at joint 3 and 68 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 22 lb up at 3-6-11, 2 lb down and 22 lb up at 3-6-11, and 32 lb down and 50 lb up at 6-4-10, and 32 lb down and 50 lb up at 6-4-10 on top chord, and 1 lb down and 1 lb up at 3-6-11, 1 lb down and 1 lb up at 3-6-11, and 26 lb down at 6-4-10, and 26 lb down at 6-4-10 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-65(F=-32, B=-32) 7=-2(F=-1, B=-1) 8=-44(F=-22, B=-22) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG10 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349740 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3OEwy?B90w_ajk9nIptprc4NE1fmfiBaUofPfaynbbj Scale = 1:12.8 1 2 3 4 3x4 2-3-9 2-3-9 -1-8-8 1-8-8 2-3-9 2-3-9 0-9-01-6-121-0-61-6-124.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=13/Mechanical, 2=244/0-3-8, 4=21/Mechanical Max Horz 2=47(LC 4) Max Uplift3=-11(LC 7), 2=-83(LC 4) Max Grav 3=13(LC 1), 2=244(LC 1), 4=42(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 11 lb uplift at joint 3 and 83 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG11 Truss Type Diagonal Hip Girder Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349741 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3OEwy?B90w_ajk9nIptprc4I_1b6fiBaUofPfaynbbj Scale = 1:25.7 1 2 5 6 3 7 8 43x6 8-5-1 8-5-1 -1-8-8 1-8-8 8-5-1 8-5-1 0-9-03-8-123-2-63-8-124.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.15 -0.00 0.02 (loc) 2-4 2-4 3 2-4 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=235/Mechanical, 2=491/0-4-9, 4=106/Mechanical Max Horz 2=114(LC 3) Max Uplift3=-98(LC 3), 2=-85(LC 3) Max Grav 3=235(LC 1), 2=491(LC 1), 4=173(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 98 lb uplift at joint 3 and 85 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 1 lb up at -1-8-8, 10 lb down and 1 lb up at -1-8-8, 39 lb down and 4 lb up at 2-9-8, 39 lb down and 4 lb up at 2-9-8, and 13 lb down and 41 lb up at 5-7-7, and 13 lb down and 41 lb up at 5-7-7 on top chord, and 1 lb down and 4 lb up at 2-9-8, 1 lb down and 4 lb up at 2-9-8, and 15 lb down at 5-7-7, and 15 lb down at 5-7-7 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 1=-20(F=-10, B=-10) 6=-26(F=-13, B=-13) 7=8(F=4, B=4) 8=-25(F=-12, B=-12) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG12 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349742 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XaoJ9LBnnE6RLukzsXO2NpdXiQzDO9QjjSPyB0ynbbi Scale = 1:18.7 1 2 5 3 6 43x4 5-7-2 5-7-2 -1-2-14 1-2-14 5-7-2 5-7-2 0-7-02-6-122-0-62-6-124.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -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: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=149/Mechanical, 2=311/0-4-9, 4=53/Mechanical Max Horz 2=78(LC 3) Max Uplift3=-56(LC 3), 2=-57(LC 3) Max Grav 3=149(LC 1), 2=311(LC 1), 4=107(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 56 lb uplift at joint 3 and 57 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb up at 2-9-8, and 10 lb up at 2-9-8 on top chord, and at 2-9-8, and at 2-9-8 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: 1-3=-60, 2-4=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss CG13 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349743 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XaoJ9LBnnE6RLukzsXO2NpdRSQurOzFjjSPyB0ynbbi Scale = 1:33.3 1 2 3 4 6 57 8 2x4 6x8 4x8 5x12 3x6 4-5-0 4-5-0 4-7-12 0-2-12 11-2-4 6-6-8 -1-2-14 1-2-14 4-7-12 4-7-12 11-2-4 6-6-8 0-7-04-6-84.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.48 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.04 0.07 -0.01 -0.03 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-5: 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 5-7-6 oc bracing. REACTIONS.(lb/size) 5=-570/Mechanical, 6=2239/0-5-8 Max Horz 6=139(LC 10) Max Uplift5=-829(LC 9), 6=-630(LC 3) Max Grav 5=128(LC 10), 6=2239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-504/3433 BOT CHORD 2-6=-3089/511, 6-7=-3089/372, 7-8=-3089/372, 5-8=-3089/372 WEBS 3-6=-2640/420, 3-5=-383/3177 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; cantilever left exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 lb uplift at joint 5 and 630 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 936 lb up at 5-7-7, 98 lb down and 782 lb up at 5-7-7, and 185 lb down and 57 lb up at 8-5-6, and 185 lb down and 57 lb up at 8-5-6 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: 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=834(F=454, B=380) 8=-369(F=-185, B=-185) Trapezoidal Loads (plf) Vert: 1=-460(F=-200, B=-200)-to-3=-60(F=0, B=0) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss GE01 Truss Type GABLE Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349744 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?mMhNhCQYXEHz1JAQEvHw1AepqK07cgty68WjSynbbh Scale = 1:15.7 1 2 3 4 5 2x4 2x4 2x4 2x4 2x4 3-5-8 3-5-8 -0-10-8 0-10-8 4-11-8 4-11-8 0-5-02-0-131-9-50-3-82-0-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 5 l/defl >999 >999 n/a **** 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=229/3-5-8, 5=68/0-3-8, 4=141/0-1-8 Max Horz 2=61(LC 5) Max Uplift2=-55(LC 4), 4=-47(LC 6) Max Grav 2=229(LC 1), 5=136(LC 2), 4=141(LC 1) 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 studs spaced at 1-4-0 oc. 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) 4 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) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 2 and 47 lb uplift at joint 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349745 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?mMhNhCQYXEHz1JAQEvHw1AffqIj7bLty68WjSynbbh Scale = 1:22.6 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 10-6-0 10-6-0 0-4-02-11-83.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.25 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.02 0.00 -0.01 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 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 10-6-0. (lb) - Max Horz 2=88(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 12 except 11=-113(LC 1) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10, 11 except 12=476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-332/153 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 9, 10, 12 except (jt=lb) 11=113. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349746 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Tzw3a1D2JrM8aBuM_yQWTEiu7EgJs3w0Amu3Fvynbbg Scale = 1:14.0 1 2 3 4 5 3x6 3x4 1-11-2 1-11-2 -0-10-8 0-10-8 1-11-2 1-11-2 0-9-51-8-141-4-31-8-146.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 8 8 2 8 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 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=44/Mechanical, 2=141/0-3-8, 5=20/Mechanical Max Horz 2=48(LC 6) Max Uplift4=-21(LC 6), 2=-23(LC 6) Max Grav 4=44(LC 1), 2=141(LC 1), 5=32(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349747 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Tzw3a1D2JrM8aBuM_yQWTEisqEeSs3w0Amu3Fvynbbg Scale = 1:19.8 1 2 3 4 5 3x8 3x4 3-10-11 3-10-11 -0-10-8 0-10-8 3-10-11 3-10-11 0-9-52-8-102-4-02-8-116.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.21 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 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: 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 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=99/Mechanical, 2=212/0-3-8, 5=48/Mechanical Max Horz 2=78(LC 6) Max Uplift4=-42(LC 6), 2=-20(LC 6) Max Grav 4=99(LC 1), 2=212(LC 1), 5=70(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349748 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Tzw3a1D2JrM8aBuM_yQWTEiu7EgJs3w0Amu3Fvynbbg Scale = 1:14.0 1 2 3 4 5 3x6 3x4 1-11-2 1-11-2 -0-10-8 0-10-8 1-11-2 1-11-2 0-9-51-8-141-4-31-8-146.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 8 8 2 8 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 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=44/Mechanical, 2=141/0-3-8, 5=20/Mechanical Max Horz 2=48(LC 6) Max Uplift4=-21(LC 6), 2=-23(LC 6) Max Grav 4=44(LC 1), 2=141(LC 1), 5=32(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349749 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-x9URoMEg49U?CLTYXfxl?SF?AezgbWA9PQddoLynbbf Scale = 1:22.2 1 2 5 3 4 3x8 4-8-3 4-8-3 -0-10-8 0-10-8 4-8-3 4-8-3 0-9-53-1-70-4-112-8-123-1-76.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=247/0-3-8, 3=120/Mechanical, 4=52/Mechanical Max Horz 5=100(LC 6) Max Uplift5=-23(LC 6), 3=-53(LC 6) Max Grav 5=247(LC 1), 3=120(LC 1), 4=85(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349750 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-x9URoMEg49U?CLTYXfxl?SF28ezSbVq9PQddoLynbbf Scale = 1:16.2 1 2 3 6 4 53x4 3x8 2x4 2x4 1-10-13 1-10-13 2-8-3 0-9-6 -0-10-8 0-10-8 2-8-3 2-8-3 0-9-52-1-71-6-82-1-76.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-5], [2:0-0-11,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=-149/Mechanical, 5=-232/Mechanical, 6=740/0-4-15 Max Horz 6=56(LC 6) Max Uplift4=-149(LC 1), 5=-232(LC 1), 6=-151(LC 6) Max Grav 4=20(LC 6), 5=49(LC 6), 6=740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-341/176 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; cantilever left exposed ; 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) except (jt=lb) 4=149, 5=232, 6=151. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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: 3-4=-60, 2-5=-20 Trapezoidal Loads (plf) Vert: 1=-130(F=-70)-to-3=-65(F=-5) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349751 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-x9URoMEg49U?CLTYXfxl?SFzreyZbWA9PQddoLynbbf Scale: 1/2"=1' 1 2 3 43x4 3x6 5-1-8 5-1-2 -0-5-2 0-5-2 5-1-8 5-1-8 0-6-103-1-62-8-123-1-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [2:0-1-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 -0.00 0.05 (loc) 2-4 2-4 3 2-4 l/defl >999 >685 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=144/Mechanical, 2=234/0-4-3, 4=49/Mechanical Max Horz 2=84(LC 6) Max Uplift3=-69(LC 6), 2=-54(LC 6), 4=-12(LC 4) Max Grav 3=144(LC 1), 2=234(LC 1), 4=98(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 exposed; porch 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) 3, 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349752 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QL2p?iFIrScsqV2l5MT_YfoDu2JhKx3Je4NAKnynbbe Scale = 1:16.2 1 2 3 6 4 53x4 2x4 2x4 1-10-13 1-10-13 2-8-3 0-9-5 -0-10-8 0-10-8 2-8-3 2-8-3 0-9-52-1-61-6-82-1-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=-150/Mechanical, 5=-234/Mechanical, 6=743/0-4-15 Max Horz 6=56(LC 6) Max Uplift4=-150(LC 1), 5=-234(LC 1), 6=-152(LC 6) Max Grav 4=21(LC 6), 5=49(LC 6), 6=743(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-342/177 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; cantilever left exposed ; 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) except (jt=lb) 4=150, 5=234, 6=152. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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: 3-4=-60, 2-5=-20 Trapezoidal Loads (plf) Vert: 1=-130(F=-70)-to-3=-65(F=-5) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349753 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QL2p?iFIrScsqV2l5MT_YfoFj2MgKyQJe4NAKnynbbe Scale = 1:10.6 1 2 3 4 5 4x6 3x4 1-9-7 1-9-7 -0-10-8 0-10-8 1-9-7 1-9-7 0-7-51-2-70-10-41-2-74.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-5 4 2 l/defl >999 >999 n/a **** 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 SLIDER Left 2x4 SPF-S Stud 1-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=40/Mechanical, 2=136/0-3-8, 5=18/Mechanical Max Horz 2=27(LC 4) Max Uplift4=-17(LC 4), 2=-33(LC 4) Max Grav 4=40(LC 1), 2=136(LC 1), 5=35(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349754 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QL2p?iFIrScsqV2l5MT_YfoCz2KjKyQJe4NAKnynbbe Scale = 1:14.5 1 2 3 4 54x6 3x4 3-9-0 3-9-0 -0-10-8 0-10-8 3-9-0 3-9-0 0-7-51-10-54.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** 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 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=104/Mechanical, 2=206/0-3-8, 5=37/Mechanical Max Horz 2=47(LC 4) Max Uplift4=-41(LC 4), 2=-33(LC 4) Max Grav 4=104(LC 1), 2=206(LC 1), 5=74(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349755 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uYcCD2FwcmkjRfdxf4_D4tKQTRiv3PgSsk6jsEynbbd Scale = 1:10.6 1 2 3 4 5 4x6 3x4 1-9-7 1-9-7 -0-10-8 0-10-8 1-9-7 1-9-7 0-7-51-2-70-10-41-2-74.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-5 4 2 l/defl >999 >999 n/a **** 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 SLIDER Left 2x4 SPF-S Stud 1-5-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=40/Mechanical, 2=136/0-3-8, 5=18/Mechanical Max Horz 2=27(LC 4) Max Uplift4=-17(LC 4), 2=-33(LC 4) Max Grav 4=40(LC 1), 2=136(LC 1), 5=35(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J13 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349756 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uYcCD2FwcmkjRfdxf4_D4tKQ?RiK3PgSsk6jsEynbbd Scale = 1:9.0 1 2 3 4 3x4 0-11-11 0-11-11 -0-10-8 0-10-8 0-11-11 0-11-11 0-7-50-11-30-4-150-11-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=2/Mechanical, 2=118/0-3-8, 4=9/Mechanical Max Horz 2=20(LC 4) Max Uplift3=-6(LC 7), 2=-40(LC 4) Max Grav 3=3(LC 8), 2=118(LC 1), 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J14 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349757 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uYcCD2FwcmkjRfdxf4_D4tKOGRhv3PgSsk6jsEynbbd Scale = 1:13.0 1 2 3 4 54x6 3x4 2-11-11 2-11-11 -0-10-8 0-10-8 2-11-11 2-11-11 0-7-51-7-34.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=79/Mechanical, 2=177/0-3-8, 5=29/Mechanical Max Horz 2=39(LC 4) Max Uplift4=-32(LC 4), 2=-33(LC 4) Max Grav 4=79(LC 1), 2=177(LC 1), 5=58(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J15 Truss Type Jack-Open Qty 3 Ply 1 McKenzie Patel Job Reference (optional) I34349758 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MkAaQOGYM4ta3pC7DnVSd4tWqr_Soswc5OsHOgynbbc Scale = 1:16.8 1 2 3 4 54x6 3x4 4-11-4 4-11-4 -0-10-8 0-10-8 4-11-4 4-11-4 0-7-52-3-11-10-142-3-14.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.34 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.01 0.03 (loc) 5-8 5-8 2 5-8 l/defl >999 >791 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=125/Mechanical, 2=252/0-3-8, 5=65/Mechanical Max Horz 2=63(LC 4) Max Uplift4=-39(LC 4), 2=-35(LC 4) Max Grav 4=125(LC 1), 2=252(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 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J16 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349759 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MkAaQOGYM4ta3pC7DnVSd4tZ0r18oswc5OsHOgynbbc Scale = 1:13.0 1 2 3 4 54x6 3x4 2-11-11 2-11-11 -0-10-8 0-10-8 2-11-11 2-11-11 0-7-51-7-30-4-31-3-01-7-34.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=79/Mechanical, 2=177/0-3-8, 5=29/Mechanical Max Horz 2=39(LC 4) Max Uplift4=-32(LC 4), 2=-33(LC 4) Max Grav 4=79(LC 1), 2=177(LC 1), 5=58(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J17 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349760 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MkAaQOGYM4ta3pC7DnVSd4tblr2Zoswc5OsHOgynbbc Scale = 1:9.0 1 2 3 4 3x4 0-11-11 0-11-11 -0-10-8 0-10-8 0-11-11 0-11-11 0-7-50-11-30-4-150-11-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=2/Mechanical, 2=118/0-3-8, 4=9/Mechanical Max Horz 2=20(LC 4) Max Uplift3=-6(LC 7), 2=-40(LC 4) Max Grav 3=3(LC 8), 2=118(LC 1), 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349761 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qwjyekHA7N?RhynJmV0h9IQlBFOLXJ9lK2bqx6ynbbb Scale = 1:14.4 1 2 5 3 4 3x8 2-0-15 2-0-15 -0-10-8 0-10-8 2-0-15 2-0-15 0-9-51-9-131-5-21-9-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 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 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=153/0-3-8, 3=42/Mechanical, 4=16/Mechanical Max Horz 5=59(LC 6) Max Uplift5=-27(LC 6), 3=-22(LC 6) Max Grav 5=153(LC 1), 3=42(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349762 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qwjyekHA7N?RhynJmV0h9IQiNFMTXJ9lK2bqx6ynbbb Scale = 1:20.4 1 2 5 3 4 3x8 4-0-15 4-0-15 -0-10-8 0-10-8 4-0-15 4-0-15 0-9-52-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-8, 3=103/Mechanical, 4=44/Mechanical Max Horz 5=90(LC 6) Max Uplift5=-24(LC 6), 3=-46(LC 6) Max Grav 5=224(LC 1), 3=103(LC 1), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J20 Truss Type Jack-Open Qty 6 Ply 1 McKenzie Patel Job Reference (optional) I34349763 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qwjyekHA7N?RhynJmV0h9IQe3FJ3XJ9lK2bqx6ynbbb Scale = 1:28.0 1 2 5 3 4 3x8 6-0-8 6-0-8 -0-10-8 0-10-8 6-0-8 6-0-8 0-9-53-9-90-4-113-4-143-9-96.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.38 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.05 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >434 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=300/0-3-8, 3=161/Mechanical, 4=67/Mechanical Max Horz 5=121(LC 6) Max Uplift5=-22(LC 6), 3=-73(LC 6) Max Grav 5=300(LC 1), 3=161(LC 1), 4=112(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J23 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349764 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-I7HKr4Ipuh7II6LWKCXwiVyt7fhiGmPvZiLOTYynbba Scale = 1:20.4 1 2 5 3 4 3x8 4-0-15 4-0-15 -0-10-8 0-10-8 4-0-15 4-0-15 0-9-52-9-132-5-22-9-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-3-8, 3=103/Mechanical, 4=44/Mechanical Max Horz 5=90(LC 6) Max Uplift5=-24(LC 6), 3=-46(LC 6) Max Grav 5=224(LC 1), 3=103(LC 1), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J24 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349765 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-I7HKr4Ipuh7II6LWKCXwiVywxfjaGmPvZiLOTYynbba Scale = 1:14.4 1 2 5 3 4 3x8 2-0-15 2-0-15 -0-10-8 0-10-8 2-0-15 2-0-15 0-9-51-9-131-5-21-9-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 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 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=153/0-3-8, 3=42/Mechanical, 4=16/Mechanical Max Horz 5=59(LC 6) Max Uplift5=-27(LC 6), 3=-22(LC 6) Max Grav 5=153(LC 1), 3=42(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349766 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-I7HKr4Ipuh7II6LWKCXwiVytNfh9GmPvZiLOTYynbba Scale = 1:20.4 1 2 5 3 4 3x4 2x4 3-8-15 3-8-15 -1-2-8 1-2-8 3-8-15 3-8-15 0-11-52-9-132-5-22-9-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 3-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=238/0-5-8, 3=89/Mechanical, 4=36/Mechanical Max Horz 5=95(LC 6) Max Uplift5=-34(LC 6), 3=-43(LC 6) Max Grav 5=238(LC 1), 3=89(LC 1), 4=66(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349767 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-mJri2QIRf?F9wGwiuw2AFjV4g33o?Df2nM4x??ynbbZ Scale = 1:14.5 1 2 5 3 42x4 2x4 1-8-15 1-8-15 -1-2-8 1-2-8 1-8-15 1-8-15 0-11-51-9-131-5-21-9-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=179/0-5-8, 3=21/Mechanical, 4=8/Mechanical Max Horz 5=65(LC 6) Max Uplift5=-39(LC 6), 3=-14(LC 6) Max Grav 5=179(LC 1), 3=21(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J27 Truss Type Jack-Open Qty 6 Ply 1 McKenzie Patel Job Reference (optional) I34349768 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-mJri2QIRf?F9wGwiuw2AFjV5U33h?Df2nM4x??ynbbZ Scale = 1:15.2 1 2 5 3 4 3x8 2-4-0 2-4-0 -0-10-8 0-10-8 2-4-0 2-4-0 0-9-51-11-51-6-101-11-56.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-5-8, 3=50/Mechanical, 4=20/Mechanical Max Horz 5=63(LC 6) Max Uplift5=-26(LC 6), 3=-25(LC 6) Max Grav 5=161(LC 1), 3=50(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) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J28 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349769 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-mJri2QIRf?F9wGwiuw2AFjV4031O?Cp2nM4x??ynbbZ Scale = 1:24.3 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 1-4-7 0-4-7 -1-2-8 1-2-8 1-4-7 1-4-7 2-8-53-4-92-11-143-4-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.13 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 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 1-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=175/0-5-8, 3=-9/Mechanical, 4=12/Mechanical Max Horz 6=86(LC 6) Max Uplift6=-15(LC 4), 3=-9(LC 1), 4=-139(LC 6) Max Grav 6=175(LC 1), 3=16(LC 6), 4=24(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-0/301 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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=139. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J29 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349770 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-EVP5GmJ3QIN0YQVuSdZPnw2FmSJkkf5B00qUXRynbbY Scale = 1:30.1 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 3-4-7 1-10-7 -1-2-8 1-2-8 3-4-7 3-4-7 2-8-54-4-93-11-144-4-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.44 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.06 0.04 (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 3-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=225/0-3-8, 3=77/Mechanical, 4=32/Mechanical Max Horz 6=116(LC 6) Max Uplift6=-6(LC 4), 3=-30(LC 6), 4=-83(LC 6) Max Grav 6=225(LC 1), 3=77(LC 1), 4=63(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=0/296 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J30 Truss Type Jack-Open Qty 6 Ply 1 McKenzie Patel Job Reference (optional) I34349771 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-EVP5GmJ3QIN0YQVuSdZPnw2BDSDMkeZB00qUXRynbbY Scale = 1:37.9 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 5-4-0 3-10-0 -1-2-8 1-2-8 5-4-0 5-4-0 2-8-55-4-50-4-114-11-105-4-56.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.79 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 -0.25 0.17 (loc) 4-5 4-5 3 4-5 l/defl >999 >595 n/a >353 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 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. REACTIONS.(lb/size) 6=297/0-3-8, 3=143/Mechanical, 4=51/Mechanical Max Horz 6=147(LC 6) Max Uplift6=-30(LC 6), 3=-61(LC 6), 4=-73(LC 6) Max Grav 6=297(LC 1), 3=143(LC 1), 4=102(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=0/384 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J31 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349772 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-EVP5GmJ3QIN0YQVuSdZPnw2FmSNdkf3B00qUXRynbbY Scale = 1:24.3 1 2 6 5 3 4 2x4 3x4 2x4 1-0-0 1-0-0 1-4-7 0-4-7 -1-2-8 1-2-8 1-4-7 1-4-7 2-8-53-4-92-11-143-4-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.13 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 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 1-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=175/0-3-8, 3=-9/Mechanical, 4=12/Mechanical Max Horz 6=86(LC 6) Max Uplift6=-15(LC 4), 3=-9(LC 1), 4=-139(LC 6) Max Grav 6=175(LC 1), 3=16(LC 6), 4=24(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-0/301 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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=139. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J32 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349773 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-iizTT5KhBcVt9a45?K5eK8aQWsfzT6LLFgZ24tynbbX Scale = 1:30.1 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 3-4-7 1-10-7 -1-2-8 1-2-8 3-4-7 3-4-7 2-8-54-4-93-11-144-4-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.44 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.06 0.04 (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 3-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=225/0-3-8, 3=77/Mechanical, 4=32/Mechanical Max Horz 6=116(LC 6) Max Uplift6=-6(LC 4), 3=-30(LC 6), 4=-83(LC 6) Max Grav 6=225(LC 1), 3=77(LC 1), 4=63(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=0/296 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J33 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349774 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-iizTT5KhBcVt9a45?K5eK8aQisl_T79LFgZ24tynbbX Scale: 3/4"=1' 1 2 5 3 4 3x8 2-6-15 2-6-15 -0-10-8 0-10-8 2-6-15 2-6-15 0-9-52-0-131-8-22-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=169/0-3-8, 3=58/Mechanical, 4=23/Mechanical Max Horz 5=67(LC 6) Max Uplift5=-26(LC 6), 3=-28(LC 6) Max Grav 5=169(LC 1), 3=58(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J34 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349775 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-iizTT5KhBcVt9a45?K5eK8aNNsiiT79LFgZ24tynbbX Scale = 1:21.9 1 2 5 3 4 3x8 4-6-15 4-6-15 -0-10-8 0-10-8 4-6-15 4-6-15 0-9-53-0-130-4-112-8-23-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=243/0-3-8, 3=117/Mechanical, 4=50/Mechanical Max Horz 5=98(LC 6) Max Uplift5=-23(LC 6), 3=-52(LC 6) Max Grav 5=243(LC 1), 3=117(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J35 Truss Type Jack-Open Qty 3 Ply 1 McKenzie Patel Job Reference (optional) I34349776 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BuXrhRLJywdknkfHZ2ctsL7SBG?BCaPUUKJbcKynbbW Scale = 1:29.6 1 2 5 3 4 3x8 6-6-8 6-6-8 -0-10-8 0-10-8 6-6-8 6-6-8 0-9-54-0-90-4-113-7-144-0-96.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.22 0.07 0.05 (loc) 4-5 4-5 3 4-5 l/defl >955 >339 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=320/0-3-8, 3=176/Mechanical, 4=73/Mechanical Max Horz 5=128(LC 6) Max Uplift5=-22(LC 6), 3=-78(LC 6) Max Grav 5=320(LC 1), 3=176(LC 1), 4=122(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-266/119 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J36 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349777 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BuXrhRLJywdknkfHZ2ctsL7aJG5CCaPUUKJbcKynbbW Scale: 3/4"=1' 1 2 6 3 5 4 3x8 2-0-8 2-0-8 2-6-15 0-6-7 -0-10-8 0-10-8 2-6-15 2-6-15 0-9-52-0-131-8-22-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 6 3 6 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 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 6=0-3-8, 5=0-5-8. (lb) - Max Horz 6=67(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 3, 4, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J37 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349778 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BuXrhRLJywdknkfHZ2ctsL7WLG3ICaPUUKJbcKynbbW Scale = 1:21.9 1 2 6 3 5 4 3x8 1-9-12 1-9-12 4-6-15 2-9-3 -0-10-8 0-10-8 4-6-15 4-6-15 0-9-53-0-132-8-23-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 5-6 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 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 6=0-3-8, 5=0-5-8. (lb) - Max Horz 6=98(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 3, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 3, 4, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J38 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349779 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-f45DunMxjDlaPtET7l76PZglBgRSx1eei_288mynbbV Scale: 3/4"=1' 1 2 5 3 4 3x8 2-6-15 2-6-15 -0-10-8 0-10-8 2-6-15 2-6-15 0-9-52-0-131-8-22-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=169/0-3-8, 3=58/Mechanical, 4=23/Mechanical Max Horz 5=67(LC 6) Max Uplift5=-26(LC 6), 3=-28(LC 6) Max Grav 5=169(LC 1), 3=58(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J39 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349780 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-f45DunMxjDlaPtET7l76PZgisgOAx1eei_288mynbbV Scale = 1:21.9 1 2 5 3 4 3x8 4-6-15 4-6-15 -0-10-8 0-10-8 4-6-15 4-6-15 0-9-53-0-132-8-23-0-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=243/0-3-8, 3=117/Mechanical, 4=50/Mechanical Max Horz 5=98(LC 6) Max Uplift5=-23(LC 6), 3=-52(LC 6) Max Grav 5=243(LC 1), 3=117(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J40 Truss Type Jack-Open Qty 3 Ply 1 McKenzie Patel Job Reference (optional) I34349781 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-f45DunMxjDlaPtET7l76PZgmKgRfx1eei_288mynbbV Scale = 1:13.0 1 2 3 43x4 3x6 2-0-0 2-0-0 -0-10-8 0-10-8 2-0-0 2-0-0 0-7-01-7-01-2-51-7-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-9,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** 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 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=46/Mechanical, 2=145/0-3-8, 4=20/Mechanical Max Horz 2=46(LC 6) Max Uplift3=-24(LC 6), 2=-29(LC 6) Max Grav 3=46(LC 1), 2=145(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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J41 Truss Type Jack-Open Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349782 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7Geb67MZUXtR01pghTeLymCwl4n4gUunxeoigCynbbU Scale = 1:14.1 1 2 5 3 4 3x8 2-0-7 2-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 0-9-01-9-41-4-91-9-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 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 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=184/0-3-8, 3=32/Mechanical, 4=11/Mechanical Max Horz 5=65(LC 6) Max Uplift5=-45(LC 6), 3=-16(LC 6) Max Grav 5=184(LC 1), 3=32(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J42 Truss Type Jack-Open Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349783 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7Geb67MZUXtR01pghTeLymCu34lDgUunxeoigCynbbU Scale = 1:20.1 1 2 5 3 4 3x8 4-0-7 4-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 0-9-02-9-42-4-92-9-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=249/0-3-8, 3=98/Mechanical, 4=41/Mechanical Max Horz 5=96(LC 6) Max Uplift5=-38(LC 6), 3=-43(LC 6) Max Grav 5=249(LC 1), 3=98(LC 1), 4=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J43 Truss Type Jack-Open Qty 16 Ply 1 McKenzie Patel Job Reference (optional) I34349784 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7Geb67MZUXtR01pghTeLymCqk4irgUunxeoigCynbbU Scale = 1:27.7 1 2 5 3 4 3x8 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 0-9-03-9-03-4-53-9-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.05 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >449 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=322/0-3-8, 3=157/Mechanical, 4=65/Mechanical Max Horz 5=127(LC 6) Max Uplift5=-36(LC 6), 3=-70(LC 6) Max Grav 5=322(LC 1), 3=157(LC 1), 4=111(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/131 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 and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J44 Truss Type Jack-Open Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349785 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bTC_JTNCFr?IeBOsEA9aU_l3pT4SPx8xAIXFDfynbbT Scale = 1:20.1 1 2 5 3 4 3x8 4-0-7 4-0-7 -1-2-8 1-2-8 4-0-7 4-0-7 0-9-02-9-42-4-92-9-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=249/0-3-8, 3=98/Mechanical, 4=41/Mechanical Max Horz 5=96(LC 6) Max Uplift5=-38(LC 6), 3=-43(LC 6) Max Grav 5=249(LC 1), 3=98(LC 1), 4=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J45 Truss Type Jack-Open Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349786 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bTC_JTNCFr?IeBOsEA9aU_l5VT6JPx8xAIXFDfynbbT Scale = 1:14.1 1 2 5 3 4 3x8 2-0-7 2-0-7 -1-2-8 1-2-8 2-0-7 2-0-7 0-9-01-9-41-4-91-9-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 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 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=184/0-3-8, 3=32/Mechanical, 4=11/Mechanical Max Horz 5=65(LC 6) Max Uplift5=-45(LC 6), 3=-16(LC 6) Max Grav 5=184(LC 1), 3=32(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J46 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349787 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bTC_JTNCFr?IeBOsEA9aU_l6ZT6DPx8xAIXFDfynbbT Scale = 1:13.1 1 2 3 4 3x4 3x6 2-0-7 2-0-7 -0-10-8 0-10-8 2-0-7 2-0-7 0-7-01-7-46.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-9,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** 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 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=38/Mechanical, 2=151/0-3-8, 4=18/Mechanical Max Horz 2=46(LC 6) Max Uplift3=-21(LC 6), 2=-34(LC 6) Max Grav 3=38(LC 1), 2=151(LC 1), 4=37(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J47 Truss Type Jack-Open Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349788 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3fmMWpOq0879GLz2ougp1BIFstQO8OO4OyHpl5ynbbS Scale = 1:19.0 1 2 3 4 3x4 3x6 4-0-0 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 0-7-02-7-02-2-52-7-06.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-9,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=106/Mechanical, 2=221/0-3-8, 4=38/Mechanical Max Horz 2=76(LC 6) Max Uplift3=-52(LC 6), 2=-29(LC 6) Max Grav 3=106(LC 1), 2=221(LC 1), 4=76(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss J48 Truss Type Jack-Open Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349789 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3fmMWpOq0879GLz2ougp1BIHJtSS8OO4OyHpl5ynbbS Scale = 1:13.1 1 2 3 4 3x4 3x6 2-0-7 2-0-7 -0-10-8 0-10-8 2-0-7 2-0-7 0-7-01-7-41-2-91-7-46.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-9,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** 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 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=38/Mechanical, 2=151/0-3-8, 4=18/Mechanical Max Horz 2=46(LC 6) Max Uplift3=-21(LC 6), 2=-34(LC 6) Max Grav 3=38(LC 1), 2=151(LC 1), 4=37(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 McKenzie Patel Job Reference (optional) I34349790 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3fmMWpOq0879GLz2ougp1BI7EtLU8OO4OyHpl5ynbbS Scale = 1:35.3 1 2 3 4 5 3x6 4x8 3x4 3x8 7-10-11 7-10-11 -0-10-8 0-10-8 7-10-11 7-10-11 0-9-54-8-104-5-20-3-84-8-116.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.73 0.49 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.35 0.08 0.12 (loc) 5-8 5-8 2 5-8 l/defl >827 >263 n/a >773 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 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=365/0-3-8, 5=307/0-1-8 Max Horz 2=138(LC 6) Max Uplift2=-18(LC 6), 5=-63(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/143 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M02 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349791 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XrKkk9PSnSF0tVXEMbB2ZPqInHggtreDdc0MHXynbbR Scale = 1:35.3 1 2 3 4 4x10 3x4 3x6 3x8 7-10-11 7-10-11 7-10-11 7-10-11 0-9-54-8-104-5-20-3-84-8-106.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.74 0.55 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.36 0.08 0.12 (loc) 4-7 4-7 1 4-7 l/defl >828 >260 n/a >749 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 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=310/0-3-8, 4=310/0-1-8 Max Horz 1=120(LC 6) Max Uplift4=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/108 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M03 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349792 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XrKkk9PSnSF0tVXEMbB2ZPqJnHk4tpLDdc0MHXynbbR Scale = 1:35.4 1 2 4 3 3x4 3x4 5x6 6x6 6-9-12 6-9-12 6-9-12 6-9-12 1-3-124-8-104-5-20-3-84-8-106.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.27 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 0.00 -0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=261/Mechanical, 3=261/0-1-8 Max Horz 4=101(LC 6) Max Uplift3=-64(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. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M04 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349793 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XrKkk9PSnSF0tVXEMbB2ZPqN9HlUtrxDdc0MHXynbbR Scale: 3/8"=1' 1 2 4 3 2x4 2x4 3x4 3x4 4-9-12 4-9-12 4-9-12 4-9-12 2-3-124-8-104-5-20-3-84-8-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >867 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 4-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=181/Mechanical, 3=181/0-1-8 Max Horz 4=70(LC 6) Max Uplift3=-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;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. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M05 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349794 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?2u6xVP4YmNtVf6RwJjH6cNdBh7LcIKNsGmvpzynbbQ Scale = 1:32.4 1 2 4 3 2x4 2x4 3x4 3x4 2-9-12 2-9-12 2-9-12 2-9-12 3-3-124-8-104-5-20-3-84-8-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=101/Mechanical, 3=101/0-1-8 Max Horz 4=39(LC 6) Max Uplift3=-66(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. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M06 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349795 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?2u6xVP4YmNtVf6RwJjH6cNXBh3hcIuNsGmvpzynbbQ Scale = 1:31.6 1 2 3 4 5 3x6 3x8 3x4 3x8 6-7-11 6-7-11 -0-10-8 0-10-8 6-7-11 6-7-11 0-9-54-1-33-9-110-3-84-1-36.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.51 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.17 0.05 0.06 (loc) 5-8 5-8 2 5-8 l/defl >999 >452 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=316/0-3-8, 5=256/0-1-8 Max Horz 2=119(LC 6) Max Uplift2=-18(LC 6), 5=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/69 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M07 Truss Type Monopitch Qty 3 Ply 1 McKenzie Patel Job Reference (optional) I34349796 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?2u6xVP4YmNtVf6RwJjH6cNXzh3tcIuNsGmvpzynbbQ Scale = 1:19.4 1 2 3 4 5 2x4 4x8 3x4 2x4 5-9-0 5-9-0 -0-10-8 0-10-8 5-9-0 5-9-0 0-7-52-6-52-2-130-3-82-6-54.00 12 Plate Offsets (X,Y)-- [2:0-3-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.46 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.04 (loc) 5-8 5-8 2 5-8 l/defl >999 >513 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=281/0-3-8, 5=220/0-1-8 Max Horz 2=70(LC 4) Max Uplift2=-36(LC 4), 5=-30(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 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M08 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349797 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?2u6xVP4YmNtVf6RwJjH6cNaBh5ycIuNsGmvpzynbbQ Scale = 1:15.7 1 2 3 4 2x4 2x4 2x4 4-11-8 4-11-8 -0-10-8 0-10-8 4-11-8 4-11-8 0-5-02-0-131-9-50-3-82-0-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.23 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 2 l/defl >999 >831 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=258/0-5-8, 4=175/0-1-8 Max Horz 2=61(LC 4) Max Uplift2=-45(LC 4), 4=-21(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 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M09 Truss Type MONOPITCH Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349798 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-TESU9rQiJ3Vk7ohdT0EWfqweR4OFLl8W5vVTMQynbbP Scale = 1:33.7 1 2 3 4 3x6 4x8 3x8 8-0-0 8-0-0 -0-10-8 0-10-8 8-0-0 8-0-0 0-7-04-7-04-3-80-3-84-7-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.39 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >681 >240 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 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) 2=374/0-3-8, 4=304/0-1-8 Max Horz 2=137(LC 6) Max Uplift2=-25(LC 6), 4=-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) 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M10 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349799 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-TESU9rQiJ3Vk7ohdT0EWfqwep4OrLl8W5vVTMQynbbP Scale = 1:33.7 1 2 3 4 3x6 4x8 3x8 8-0-0 7-11-6 -0-10-8 0-10-8 8-0-0 8-0-0 0-7-04-7-04-3-80-3-84-7-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.37 0.00 0.06 (loc) 2-4 2-4 4 2-4 l/defl >705 >249 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 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) 2=376/0-5-11, 4=300/0-1-8 Max Horz 2=137(LC 6) Max Uplift2=-28(LC 6), 4=-59(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; cantilever left exposed ; 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M11 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349800 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-TESU9rQiJ3Vk7ohdT0EWfqwko4Q3LftW5vVTMQynbbP Scale = 1:18.7 1 2 3 5 4 5x8 2x4 3x4 3x4 2-2-15 2-2-15 2-6-11 0-3-12 3-10-15 1-4-4 -0-10-8 0-10-8 3-10-15 3-10-15 0-7-02-6-86.00 12 Plate Offsets (X,Y)-- [3:0-2-11,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.30 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 4-5 4-5 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 SP No.1 BOT CHORD 2x6 SP No.1 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 6-0-0 oc bracing. REACTIONS.(lb/size) 4=-769/Mechanical, 5=1587/0-7-8 Max Horz 5=76(LC 6) Max Uplift4=-769(LC 1), 5=-237(LC 6) Max Grav 4=104(LC 6), 5=1587(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/1051, 3-4=-185/576 BOT CHORD 2-5=-862/440 WEBS 3-5=-1493/570 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; cantilever left exposed ; 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) except (jt=lb) 4=769, 5=237. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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: 2-4=-20 Trapezoidal Loads (plf) Vert: 1=-260(F=-200)-to-3=-60 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M12 Truss Type Monopitch Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349801 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yQ0sMARK3NdbkyGp1jllB1SxHUok4CNgJZF0usynbbO Scale = 1:26.0 1 2 3 4 2x4 2x4 3x4 3x12 1-1-11 1-1-11 1-4-14 0-3-3 5-10-15 4-6-1 -0-10-8 0-10-8 5-10-15 5-10-15 0-7-03-6-86.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-0-13], [2:0-0-2,1-5-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=213/Mechanical, 2=296/0-6-6 Max Horz 2=107(LC 6) Max Uplift4=-40(LC 6), 2=-34(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; cantilever left exposed ; 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M13 Truss Type MONOPITCH Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349802 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yQ0sMARK3NdbkyGp1jllB1SxHUom4CNgJZF0usynbbO Scale = 1:26.0 1 2 3 4 2x4 2x4 3x4 3x12 0-11-3 0-11-3 5-10-15 4-11-12 -0-10-8 0-10-8 5-10-15 5-10-15 0-7-03-6-86.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-0-13], [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=213/Mechanical, 2=296/0-6-6 Max Horz 2=107(LC 6) Max Uplift4=-40(LC 6), 2=-34(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; cantilever left exposed ; 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M14 Truss Type MONOPITCH Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349803 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yQ0sMARK3NdbkyGp1jllB1StFUmu45SgJZF0usynbbO Scale = 1:18.7 1 2 3 5 4 5x6 3x8 3x4 3x6 2-11-1 2-11-1 3-10-15 0-11-14 -0-10-8 0-10-8 3-10-15 3-10-15 0-7-02-6-86.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.26 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 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 5-7-12 oc bracing. REACTIONS.(lb/size) 4=-923/Mechanical, 5=1741/0-7-12 Max Horz 5=75(LC 6) Max Uplift4=-923(LC 1), 5=-257(LC 6) Max Grav 4=122(LC 6), 5=1741(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-482/1201, 3-4=-291/861 BOT CHORD 2-5=-984/485 WEBS 3-5=-1870/712 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; cantilever left exposed ; 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) except (jt=lb) 4=923, 5=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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: 2-4=-20 Trapezoidal Loads (plf) Vert: 1=-260(F=-200)-to-3=-60(F=-0) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M15 Truss Type Monopitch Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349804 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QdaFaWSzqhlSM6r0bRG_kF?1Iu2upRSpYD_aQIynbbN Scale = 1:29.5 1 2 3 4 6 5 3x4 3x4 3x6 3x4 2x4 6-1-12 6-1-12 11-10-9 5-8-13 -0-10-8 0-10-8 6-1-12 6-1-12 11-10-9 5-8-13 0-4-103-11-113.63 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) 0.52 0.47 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.02 0.03 (loc) 2-6 2-6 5 2-6 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=571/Mechanical, 2=668/0-5-8 Max Horz 2=120(LC 4) Max Uplift5=-56(LC 4), 2=-58(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1126/89 BOT CHORD 2-6=-177/1009, 5-6=-177/1009 WEBS 3-6=0/268, 3-5=-1043/183 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M16 Truss Type Monopitch Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349805 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QdaFaWSzqhlSM6r0bRG_kF?5uu38pXJpYD_aQIynbbN Scale = 1:23.1 1 2 3 4 6 5 2x4 3x4 3x4 3x4 2x4 5-7-7 5-7-7 10-6-0 4-10-9 -0-10-8 0-10-8 5-7-7 5-7-7 10-6-0 4-10-9 0-4-02-11-83.00 12 Plate Offsets (X,Y)-- [2:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.39 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.10 0.02 0.07 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. REACTIONS.(lb/size) 5=405/0-5-8, 2=473/0-3-8 Max Horz 2=89(LC 4) Max Uplift5=-130(LC 4), 2=-144(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-905/566 BOT CHORD 2-6=-616/838, 5-6=-616/838 WEBS 3-5=-854/628 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=130, 2=144. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M17 Truss Type Monopitch Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349806 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-QdaFaWSzqhlSM6r0bRG_kF?3ru13pZqpYD_aQIynbbN Scale = 1:23.3 1 2 3 5 4 2x4 3x4 3x4 2x4 3x4 3x8 4-7-7 4-7-7 9-6-0 4-10-9 4-7-7 4-7-7 9-6-0 4-10-9 0-7-02-11-83.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-7], [1:0-3-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.52 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.01 0.03 (loc) 5 1-5 4 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 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 7-11-9 oc bracing. REACTIONS.(lb/size) 4=368/0-5-8, 1=368/0-3-8 Max Horz 1=81(LC 4) Max Uplift4=-121(LC 4), 1=-97(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-752/480 BOT CHORD 1-5=-530/691, 4-5=-530/691 WEBS 2-4=-698/536 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=121. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss M18 Truss Type Monopitch Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349807 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-up7dnsTbb_uJ_GQC98nDGSXIzIU9Y6Iyntk7zlynbbM Scale = 1:33.4 1 2 4 3 2x4 2x4 3x4 3x4 2-11-5 2-11-5 2-11-5 2-11-5 3-5-04-10-114-7-30-3-84-10-116.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=106/0-5-8, 3=106/0-1-8 Max Horz 4=41(LC 6) Max Uplift3=-68(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) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349808 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-up7dnsTbb_uJ_GQC98nDGSXE3IS8Y6tyntk7zlynbbM Scale = 1:29.8 1 2 3 4 3x4 2x4 5x8 6-7-11 6-7-11 -0-10-8 0-10-8 6-7-11 6-7-11 0-9-54-1-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.00 0.01 (loc) 2-4 2-4 4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 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) 4=249/Mechanical, 2=320/0-3-8 Max Horz 2=114(LC 6) Max Uplift4=-51(LC 6), 2=-24(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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349809 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-M?h?_CTDMI0AcQ?OisISpg4KAihRHJ26?XTgVBynbbL Scale = 1:29.5 1 2 3 5 4 6 7 8 9 10 11 3x12 3x4 4x8 5x8 3x12 6-5-0 6-5-0 11-10-9 5-5-9 6-5-0 6-5-0 11-10-9 5-5-9 0-4-103-11-113.63 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) 0.75 0.66 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.03 0.07 (loc) 1-5 1-5 4 1-5 l/defl >999 >504 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 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* 2-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 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) 1=3801/0-5-8, 4=3616/Mechanical Max Horz 1=110(LC 3) Max Uplift1=-191(LC 3), 4=-232(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6589/343 BOT CHORD 1-6=-398/6240, 6-7=-398/6240, 7-8=-398/6240, 5-8=-398/6240, 5-9=-398/6240, 9-10=-398/6240, 10-11=-398/6240, 4-11=-398/6240 WEBS 2-5=-122/3673, 2-4=-6563/417 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 0-2-0 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) 1=191, 4=232. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1003 lb down and 41 lb up at 0-8-12, 998 lb down and 54 lb up at 2-8-12, 1066 lb down and 62 lb up at 4-8-12, 1066 lb down and 62 lb up at 6-8-12, and 1066 lb down and 62 lb up at 8-8-12, and 1066 lb down and 62 lb up at 10-8-12 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 1-4=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349809 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:44 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-M?h?_CTDMI0AcQ?OisISpg4KAihRHJ26?XTgVBynbbL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1003(B) 7=-998(B) 8=-1066(B) 9=-1066(B) 10=-1066(B) 11=-1066(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349810 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-M?h?_CTDMI0AcQ?OisISpg4NyinGHY76?XTgVBynbbL Scale = 1:33.7 1 2 3 4 3x6 3x4 6x8 0-5-1 0-5-1 8-0-0 7-6-15 -0-10-8 0-10-8 8-0-0 8-0-0 0-7-04-7-06.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.00 0.03 (loc) 2-4 2-4 4 2-4 l/defl >999 >792 n/a >999 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 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 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) 4=300/Mechanical, 2=376/0-5-11 Max Horz 2=138(LC 6) Max Uplift4=-58(LC 6), 2=-29(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; cantilever left exposed ; 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss MG04 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349811 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-M?h?_CTDMI0AcQ?OisISpg4RdijdHY76?XTgVBynbbL Scale = 1:19.4 1 2 3 45 6 2x4 2x4 3x4 5-9-0 5-9-0 -0-10-8 0-10-8 5-9-0 5-9-0 0-7-52-6-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.00 0.03 (loc) 2-4 2-4 2-4 l/defl >999 >626 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=770/Mechanical, 2=794/0-3-8 Max Horz 2=67(LC 3) Max Uplift4=-71(LC 3), 2=-80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered 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) 4, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 533 lb down and 41 lb up at 2-0-0, and 533 lb down and 41 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-533(F) 6=-533(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T01 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349812 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qCFNCYUr7c81DaabGZphMtdTZ5yi0n1FEBDE1dynbbK Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 136x18 MT18HS 7x16 MT18HS 5x10 MT18HS 5x8 5x8 3x16 MT18HS 4x6 2x4 5x6 5x6 4x8 4x8 2x4 4x10 3x6 3x6 8x8 3x12 3x6 2x4 5-0-0 5-0-0 7-10-2 2-10-2 11-6-4 3-8-2 15-2-6 3-8-2 22-7-3 7-4-13 30-0-0 7-4-13 34-9-10 4-9-9 39-10-11 5-1-1 5-0-0 5-0-0 7-10-2 2-10-2 11-6-4 3-8-2 15-2-6 3-8-2 22-7-3 7-4-13 30-0-0 7-4-13 34-9-10 4-9-9 39-10-11 5-1-1 40-9-3 0-10-8 0-9-92-0-85-6-155-8-100-9-55-6-151.91 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-10,0-3-0], [1:1-7-8,0-4-0], [4:0-4-0,0-2-12], [6:0-4-0,0-1-15], [8:0-4-0,0-1-15], [11:Edge,0-5-6], [17:0-3-8,0-2-0], [18:0-6-6,0-1-8] 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) 0.83 0.97 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.52 -1.04 0.28 0.23 (loc) 19 19-20 11 19 l/defl >927 >460 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x6 SP 2400F 2.0E, 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-15: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-19,6-16,8-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-5-9, Right 2x6 SP No.1 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except 2-0-0 oc purlins (3-2-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. REACTIONS.(lb/size) 1=1994/Mechanical, 11=2065/0-3-8 Max Horz 1=52(LC 5) Max Uplift1=-62(LC 6), 11=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6574/607, 2-3=-6459/610, 3-4=-7450/701, 4-5=-5191/507, 5-6=-4024/421, 6-7=-3796/416, 7-8=-3796/416, 8-9=-3180/337, 9-10=-3366/327, 10-11=-3477/306 BOT CHORD 1-21=-562/6294, 20-21=-562/6294, 19-20=-638/7349, 18-19=-357/4586, 17-18=-357/4586, 16-17=-218/3540, 15-16=-151/2813, 14-15=-151/2813, 13-14=-216/2900, 11-13=-216/2900 WEBS 3-20=-88/1173, 4-20=-380/69, 4-19=-3044/309, 5-19=-98/1338, 5-17=-1443/195, 6-17=-68/1159, 6-16=-84/606, 7-16=-737/172, 8-16=-104/1340, 8-14=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, 11. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T02 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349813 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IOplPuVTuvGtrj9nqHLwu59d9VIZlGqPTrynZ3ynbbJ Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 5x10 MT18HS 5x8 5x6 3x6 3x16 MT18HS 3x8 8x10 6x16 5x12 4x8 3x4 3x8 3x6 2x4 6x10 6x16 3x6 3x6 5x16 MT18HS 4-6-7 4-6-7 8-9-5 4-2-15 17-2-6 8-5-0 28-0-0 10-9-11 33-9-10 5-9-9 39-10-11 6-1-1 4-6-7 4-6-7 8-9-5 4-2-15 12-11-13 4-2-8 17-2-6 4-2-8 22-7-3 5-4-13 28-0-0 5-4-13 33-9-10 5-9-9 39-10-11 6-1-1 40-9-3 0-10-8 1-1-62-6-26-6-156-8-100-9-56-6-151.91 12 6.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-4], [5:0-4-0,0-1-15], [10:0-0-0,0-3-14] 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) 0.91 1.00 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.72 -1.41 0.20 0.20 (loc) 13-15 13-15 10 15-17 l/defl >659 >337 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-17,4-15,6-15,6-13: 2x4 SPF No.2, 1-18: 2x4 SPF 2100F 1.8E SLIDER Right 2x8 SP 2400F 2.0E 3-4-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 6-13 REACTIONS.(lb/size) 19=2058/Mechanical, 10=2151/0-3-8 Max Horz 19=-76(LC 7) Max Uplift19=-71(LC 6), 10=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5336/496, 2-3=-6453/591, 3-4=-6959/685, 4-5=-3781/388, 5-6=-3303/368, 6-7=-2839/330, 7-8=-3257/334, 8-9=-3525/345, 9-10=-3652/322, 1-19=-1980/209 BOT CHORD 18-19=-44/265, 17-18=-447/5241, 16-17=-313/4249, 15-16=-313/4249, 15-20=-189/3306, 14-20=-189/3306, 14-21=-189/3306, 13-21=-189/3306, 12-13=-224/3064, 10-12=-224/3064 WEBS 2-18=-900/142, 2-17=-73/1171, 3-17=-2377/290, 4-17=-268/2827, 4-15=-1339/229, 5-15=-81/1306, 6-15=-297/133, 6-13=-859/111, 7-13=-38/980, 8-13=-291/129, 1-18=-458/5067 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) 19, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T03 Truss Type Half Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349814 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IOplPuVTuvGtrj9nqHLwu59oPVTilQGPTrynZ3ynbbJ Scale = 1:30.3 1 2 3 4 5 7 6 2x4 3x8 3x4 2x4 5x6 3x4 5-10-11 5-10-11 7-10-11 2-0-0 -0-10-8 0-10-8 5-10-11 5-10-11 7-10-11 2-0-0 0-9-53-7-03-8-103-3-80-3-83-7-06.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.25 0.29 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.07 0.02 0.03 (loc) 7-10 7-10 2 7-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=365/0-3-8, 6=307/0-1-8 Max Horz 2=107(LC 6) Max Uplift2=-31(LC 6), 6=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-371/143 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) 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T04 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349815 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-maN8dEW5fDOkTtkzO_s9RIioavkQUl9YiViL6WynbbI Scale = 1:72.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 6x8 5x8 5x6 3x4 3x8 MT18HS 3x8 10x10 6x10 5x12 4x8 3x8 3x6 5x8 6x10 3x4 5x6 3x8 MT18HS 5-0-0 5-0-0 9-8-9 4-8-8 19-2-6 9-5-13 26-0-0 6-9-11 32-1-10 6-1-9 38-6-11 6-5-1 5-0-0 5-0-0 9-8-9 4-8-8 14-5-7 4-8-14 19-2-6 4-8-14 26-0-0 6-9-11 32-1-10 6-1-9 38-6-11 6-5-1 1-5-32-11-127-6-157-8-101-5-57-6-151.91 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15], [8:Edge,0-1-12], [10:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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) 0.93 0.64 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.38 -0.88 0.14 0.17 (loc) 13-15 13-15 9 13-15 l/defl >999 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-15,4-13,5-11,8-10: 2x4 SPF No.2, 1-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11 REACTIONS.(lb/size) 17=1978/Mechanical, 9=1989/0-5-8 Max Horz 17=60(LC 5) Max Uplift17=-80(LC 6), 9=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4494/436, 2-3=-5501/512, 3-4=-5961/609, 4-5=-3116/363, 5-6=-2339/328, 6-7=-2735/329, 7-8=-2887/291, 1-17=-1908/211, 8-9=-1919/215 BOT CHORD 15-16=-415/4409, 14-15=-298/3598, 13-14=-298/3598, 12-13=-142/2700, 11-12=-142/2700, 10-11=-197/2492 WEBS 2-16=-957/148, 2-15=-51/1069, 3-15=-2112/278, 4-15=-223/2506, 4-13=-1295/230, 5-13=-65/1254, 5-11=-705/51, 6-11=-12/652, 7-11=-260/133, 7-10=-345/115, 1-16=-412/4375, 8-10=-174/2366 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) 17, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T05 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349816 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-maN8dEW5fDOkTtkzO_s9RIipCvlRUh2YiViL6WynbbI Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 5x6 6x16 6x6 5x8 5x6 3x4 3x16 MT18HS 3x6 5x12 3x6 4x6 4x8 4x6 4x8 3x8 3x6 4x10 5x12 3x4 5x6 3x6 5-5-10 5-5-10 10-7-12 5-2-2 15-11-1 5-3-5 21-2-6 5-3-5 23-0-0 1-9-11 26-0-14 3-0-13 32-2-0 6-1-3 38-6-11 6-4-11 5-5-10 5-5-10 10-7-12 5-2-2 15-11-1 5-3-5 21-2-6 5-3-5 23-0-0 1-9-11 25-0-14 2-0-13 26-0-14 1-0-0 32-2-0 6-1-3 38-6-11 6-4-11 1-9-03-5-68-6-157-6-98-8-101-5-58-6-151.91 12 6.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-2-15], [7:0-4-0,0-2-0], [10:Edge,0-1-12], [12:0-3-8,0-2-0], [20:0-3-8,0-2-8] 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) 0.89 0.57 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.73 0.13 0.17 (loc) 17-19 17-19 11 17-19 l/defl >999 >629 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 192 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-S Stud *Except* 5-15,1-20,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-12 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 4-16, 5-15 REACTIONS.(lb/size) 21=1913/Mechanical, 11=1913/0-5-8 Max Horz 21=-73(LC 7) Max Uplift21=-87(LC 6), 11=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3923/403, 2-3=-4736/496, 3-4=-3567/412, 4-5=-2514/358, 5-6=-2134/347, 6-7=-2392/370, 7-8=-2191/332, 8-9=-2583/340, 9-10=-2769/299, 1-21=-1846/216, 10-11=-1848/219 BOT CHORD 19-20=-370/3843, 18-19=-436/4656, 17-18=-436/4656, 16-17=-249/3121, 15-16=-109/2193, 14-15=-136/2281, 13-14=-136/2281, 12-13=-205/2388 WEBS 2-20=-948/172, 2-19=-68/881, 3-19=-273/89, 3-17=-1787/217, 4-17=-44/1041, 4-16=-1381/207, 5-16=-91/1034, 5-15=-506/53, 6-15=-141/951, 7-15=-614/118, 8-13=-46/734, 9-13=-325/102, 9-12=-310/118, 1-20=-380/3866, 10-12=-182/2269, 7-13=-612/53 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. 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) 21, 11. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T06 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349817 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-EnxWqaWjQXWb41I9xiNOzWFzKJ4hDAQiw9RueyynbbH Scale = 1:81.7 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019 20 21 22 3x4 5x12 6x10 8x10 5x6 6x8 5x8 5x8 3x4 3x16 MT18HS5x12 6x10 4x10 5x8 3x8 5x12 5x12 3x8 3-5-7 3-5-7 11-6-15 8-1-8 19-3-15 7-8-15 27-0-14 7-8-15 34-10-13 7-10-0 38-6-11 3-7-14 3-5-7 3-5-7 11-6-15 8-1-8 16-0-0 4-5-1 22-1-3 6-1-3 27-0-14 4-11-11 28-0-14 1-0-0 34-10-13 6-10-0 38-6-11 3-7-14 2-5-123-10-156-6-93-1-99-2-13-1-96-6-91.91 12 6.00 12 Plate Offsets (X,Y)-- [6:0-3-6,Edge], [7:0-4-8,0-2-2], [8:0-4-0,0-2-0], [11:0-3-8,0-2-8], [17:0-3-8,0-2-8] 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) 0.93 0.64 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.73 0.13 0.14 (loc) 14-16 14-16 10 14-16 l/defl >999 >628 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 186 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SP No.1, 3-5,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-17,2-16,4-16,5-14,6-14,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-11 max.): 1-2, 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14 REACTIONS.(lb/size) 18=2010/Mechanical, 10=2032/0-5-8 Max Horz 18=77(LC 6) Max Uplift18=-89(LC 6), 10=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1986/183, 1-2=-2750/238, 2-3=-4767/438, 3-4=-5368/564, 4-5=-3093/393, 5-6=-2364/328, 6-7=-2610/318, 7-8=-2956/308, 8-9=-2209/201, 9-10=-1996/190 BOT CHORD 16-17=-277/2868, 16-19=-303/3330, 15-19=-303/3330, 15-20=-303/3330, 14-20=-303/3330, 13-14=-205/2650, 13-21=-205/2650, 21-22=-205/2650, 12-22=-205/2650, 11-12=-212/2295 WEBS 1-17=-284/3312, 2-17=-1775/246, 2-16=-150/1842, 3-16=-2072/307, 4-16=-213/2265, 4-14=-1358/249, 5-14=-200/2026, 6-14=-824/109, 6-12=-605/89, 7-12=0/772, 8-12=-7/332, 8-11=-1760/244, 9-11=-259/2861 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) 18, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T07 Truss Type COMMON Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349818 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jzVu2vXMBqeSiBtMVPudWjnAsjK3ydhr9pBRAOynbbG Scale = 1:70.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x6 4x6 3x6 6x10 3x6 3x6 3x6 2x4 3x8 3x6 6x6 3x4 5x6 3x6 8-6-8 8-6-8 16-9-8 8-3-0 25-0-8 8-3-0 32-9-8 7-9-0 8-6-8 8-6-8 16-9-8 8-3-0 25-0-8 8-3-0 32-9-8 7-9-0 0-9-59-2-11-2-16.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [8:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.75 0.95 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.39 0.09 0.07 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,5-12,7-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-14. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS.(lb/size) 1=1306/Mechanical, 9=1306/Mechanical Max Horz 1=89(LC 6) Max Uplift1=-65(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=-659/0, 2-3=-2135/308, 3-4=-1502/250, 4-5=-1384/290, 5-6=-1384/289, 6-7=-1504/250, 7-8=-1996/284, 8-9=-1232/203 BOT CHORD 1-14=-199/1821, 13-14=-199/1821, 12-13=-199/1821, 11-12=-178/1706, 10-11=-178/1706 WEBS 3-14=0/309, 3-12=-712/191, 5-12=-79/783, 7-12=-591/166, 8-10=-136/1484 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) 1, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T08 Truss Type Common Qty 5 Ply 1 McKenzie Patel Job Reference (optional) I34349819 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jzVu2vXMBqeSiBtMVPudWjnBqjR6yktr9pBRAOynbbG Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 4x8 3x6 4x10 3x4 3x6 3x6 2x4 3x8 3x6 2x4 5x12 5x6 3x6 8-6-8 8-6-8 16-1-12 7-7-4 16-9-8 0-7-12 24-10-8 8-1-0 33-3-0 8-4-8 8-6-8 8-6-8 16-9-8 8-3-0 24-10-8 8-1-0 33-3-0 8-4-8 34-5-8 1-2-8 0-9-59-2-10-11-56.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [9:0-7-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.69 0.50 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.27 0.04 0.07 (loc) 11-13 15-18 1 15-18 l/defl >999 >708 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 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* 3-15,7-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-13, 5-13 REACTIONS.(lb/size) 1=657/Mechanical, 13=1305/0-3-8, 9=771/0-5-8 Max Horz 1=-100(LC 7) Max Uplift1=-85(LC 6), 9=-132(LC 7) Max Grav 1=659(LC 10), 13=1305(LC 1), 9=771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-487/0, 2-3=-672/260, 7-8=-722/252, 8-9=-396/0 BOT CHORD 1-15=-142/689, 14-15=-142/689, 13-14=-142/689, 12-13=-99/724, 11-12=-99/724, 9-11=-99/724 WEBS 3-15=0/329, 3-13=-769/196, 7-13=-763/178, 7-11=0/349, 5-13=-387/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1 except (jt=lb) 9=132. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T09 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349820 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-B92GFFY_y8mJKLSY36Ps3xKKh6hLh6c_OTw?irynbbF Scale = 1:47.0 1 2 3 4 5 6 7 8 13 12 11 10 9 6x16 4x6 5x12 3x4 3x6 3x6 3x6 3x6 4x8 3x4 3x4 3x6 2-4-0 2-4-0 7-9-0 5-5-0 18-2-0 10-5-0 25-11-0 7-9-0 -0-10-8 0-10-8 7-9-0 7-9-0 12-11-8 5-2-8 18-2-0 5-2-8 25-11-0 7-9-0 26-9-8 0-10-8 0-7-53-0-123-2-50-7-53-0-124.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-2-10], [3:0-8-0,0-1-0], [7:0-1-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.88 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.74 0.07 0.07 (loc) 9-11 9-11 7 9-11 l/defl >999 >385 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 3-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except 2-0-0 oc purlins (4-2-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-12. WEBS 1 Row at midpt 3-12 REACTIONS.(lb/size) 7=990/0-3-8, 12=1189/0-3-8 Max Horz 12=27(LC 4) Max Uplift7=-101(LC 5), 12=-113(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-139/391, 3-4=-1430/152, 4-5=-1792/205, 5-6=-1894/184, 6-7=-1989/170 BOT CHORD 2-13=-307/167, 12-13=-307/167, 11-12=-56/1451, 10-11=-180/1948, 9-10=-180/1948, 7-9=-106/1805 WEBS 3-12=-1952/249, 3-11=0/483, 4-11=-653/144, 4-9=-319/123, 5-9=0/409 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=101, 12=113. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T10 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349821 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-B92GFFY_y8mJKLSY36Ps3xKOU6h6h8i_OTw?irynbbF Scale = 1:46.5 1 2 3 4 5 6 7 8 13 12 11 10 9 5x12 4x6 4x8 3x8 4x6 3x4 3x6 3x6 3x12 3x8 2x4 3x6 2-4-0 2-4-0 9-9-0 7-5-0 16-2-0 6-5-0 25-11-0 9-9-0 -0-10-8 0-10-8 5-0-4 5-0-4 9-9-0 4-8-12 16-2-0 6-5-0 20-10-12 4-8-12 25-11-0 5-0-4 0-7-53-8-123-10-50-7-53-8-124.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-1-10], [4:0-6-0,0-1-11], [8:0-1-4,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.90 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.62 0.07 0.06 (loc) 8-9 8-9 8 9-11 l/defl >999 >456 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 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, Right 2x4 SPF-S Stud 2-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except 2-0-0 oc purlins (3-11-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-12. REACTIONS.(lb/size) 8=932/0-3-8, 12=1193/0-3-8 Max Horz 12=-35(LC 5) Max Uplift8=-67(LC 5), 12=-145(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/387, 3-4=-1477/161, 4-5=-1584/200, 5-6=-1710/188, 6-7=-1941/288, 7-8=-1998/270 BOT CHORD 2-13=-311/313, 12-13=-311/313, 11-12=-53/1016, 10-11=-55/1364, 9-10=-55/1364, 8-9=-222/1812 WEBS 3-11=-1/424, 4-9=-35/338, 5-9=0/274, 6-9=-252/155, 3-12=-1653/455 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; cantilever left exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=145. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T11 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349822 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fLceSbZcjRuAxV1kdqw5b8tW9W2VQVZ8c7gYFHynbbE Scale = 1:46.5 1 2 3 4 5 6 7 13 12 11 10 9 8 5x12 4x6 3x4 4x8 3x4 3x8 3x6 3x8 3x8 4x6 4x8 3x6 2-4-0 2-4-0 11-9-0 9-5-0 14-2-0 2-5-0 23-10-14 9-8-14 -0-10-8 0-10-8 6-0-4 6-0-4 11-9-0 5-8-12 14-2-0 2-5-0 18-10-11 4-8-11 23-10-14 5-0-3 0-7-54-4-124-6-51-3-64-4-124.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-14], [4:0-6-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.82 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.56 0.05 0.28 (loc) 8-9 8-9 8 8-9 l/defl >999 >462 n/a >932 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 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 4-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=847/Mechanical, 12=1107/0-3-8 Max Horz 12=62(LC 4) Max Uplift8=-182(LC 4), 12=-276(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-142/333, 3-4=-1212/712, 4-5=-1106/703, 5-6=-1218/727 BOT CHORD 2-13=-251/129, 12-13=-251/129, 11-12=-584/1081, 10-11=-584/1081, 9-10=-586/1092, 8-9=-620/1196 WEBS 3-12=-1566/630, 6-8=-1193/569 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; porch 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) except (jt=lb) 8=182, 12=276. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T12 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349823 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fLceSbZcjRuAxV1kdqw5b8tTmW1gQW28c7gYFHynbbE Scale = 1:42.6 1 2 3 4 5 10 9 8 7 6 4x8 4x8 3x4 3x6 4x8 3x6 3x4 8x8 3x4 2-4-0 2-4-0 2-5-12 0-1-12 12-11-8 10-5-12 21-10-14 8-11-6 -0-10-8 0-10-8 6-7-8 6-7-8 12-11-8 6-4-0 21-10-14 8-11-6 0-7-54-11-21-11-64.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-10], [5:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.87 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.55 0.02 0.03 (loc) 7-9 7-9 6 7 l/defl >999 >426 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 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* 5-6,5-7: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=766/Mechanical, 9=1027/0-3-8 Max Horz 9=80(LC 4) Max Uplift6=-36(LC 7), 9=-128(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/314, 3-4=-975/130, 4-5=-998/121, 5-6=-689/132 BOT CHORD 2-10=-228/396, 9-10=-228/396, 8-9=-145/999, 7-8=-145/999 WEBS 4-7=0/307, 3-9=-1414/559, 5-7=-4/699 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; cantilever left exposed ; 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. 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 except (jt=lb) 9=128. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T13 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349824 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fLceSbZcjRuAxV1kdqw5b8tX?W4EQWV8c7gYFHynbbE Scale = 1:40.9 1 2 3 4 5 10 9 8 7 6 3x6 4x8 3x4 3x6 3x6 4x6 3x6 5x8 3x4 2-4-0 2-4-0 2-5-12 0-1-12 11-0-9 8-6-13 19-10-14 8-10-5 -0-10-8 0-10-8 6-7-8 6-7-8 12-11-8 6-4-0 19-10-14 6-11-6 0-7-54-11-22-7-64.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.65 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.35 0.03 0.02 (loc) 6-7 6-7 6 6-7 l/defl >999 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 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 5-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size) 6=684/Mechanical, 9=949/0-3-8 Max Horz 9=94(LC 4) Max Uplift6=-28(LC 7), 9=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/393, 3-4=-845/94 BOT CHORD 2-10=-301/348, 9-10=-301/348, 8-9=-141/886, 7-8=-141/886, 6-7=-63/632 WEBS 4-7=0/405, 3-9=-1367/473, 4-6=-672/65 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; cantilever left exposed ; 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. 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 except (jt=lb) 9=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T14 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349825 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7YA1gxaEUl01ZecxAXSK8MPkGwST9_tHrnP5njynbbD Scale = 1:37.6 1 2 3 4 5 10 9 8 7 6 5x6 3x4 4x8 3x4 3x6 3x6 4x6 3x6 3x4 2-4-0 2-4-0 2-5-12 0-1-12 10-0-9 7-6-13 17-10-14 7-10-5 -0-10-8 0-10-8 6-7-8 6-7-8 12-11-8 6-4-0 17-10-14 4-11-6 0-7-54-11-23-3-64.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.52 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.02 0.02 (loc) 6-7 6-7 6 6-7 l/defl >999 >824 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=602/Mechanical, 9=872/0-3-8 Max Horz 9=108(LC 4) Max Uplift6=-21(LC 7), 9=-121(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-329/419, 3-4=-704/69 BOT CHORD 2-10=-325/335, 9-10=-325/335, 8-9=-137/764, 7-8=-137/764, 6-7=-58/433 WEBS 4-7=0/402, 3-9=-1254/426, 4-6=-561/81 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; cantilever left exposed ; 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. 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 except (jt=lb) 9=121. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T15 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349826 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7YA1gxaEUl01ZecxAXSK8MPkDwUK9?5HrnP5njynbbD Scale = 1:36.6 1 2 3 4 5 9 8 7 6 5x6 2x4 4x8 3x4 3x4 4x6 3x4 3x4 2-4-0 2-4-0 2-5-12 0-1-12 9-0-9 6-6-13 15-10-14 6-10-5 -0-10-8 0-10-8 6-7-8 6-7-8 12-11-8 6-4-0 15-10-14 2-11-6 0-7-54-11-23-11-64.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.40 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.14 0.01 0.02 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=518/Mechanical, 8=795/0-3-8 Max Horz 8=122(LC 4) Max Uplift6=-32(LC 6), 8=-114(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/439, 3-4=-585/56 BOT CHORD 2-9=-344/325, 8-9=-344/325, 7-8=-137/640, 6-7=-48/251 WEBS 4-7=0/402, 3-8=-1133/385, 4-6=-464/99 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; cantilever left exposed ; 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. 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 except (jt=lb) 8=114. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T16 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349827 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bkkPtHasF38uBoB7kFzZgZyr7KkBuYyR4R9fJ9ynbbC Scale = 1:73.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x8 4x6 3x6 4x10 3x4 3x6 3x6 2x4 3x4 3x4 3x6 4x6 10x10 3x6 8-4-6 8-4-6 16-0-0 7-7-10 16-5-3 0-5-3 17-1-13 0-8-9 25-2-10 8-0-14 33-3-0 8-0-6 8-4-6 8-4-6 16-5-3 8-0-14 17-1-13 0-8-9 25-2-10 8-0-14 33-3-0 8-0-6 0-9-58-10-48-11-150-11-58-10-46.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [5:0-4-0,0-1-15], [10:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.80 0.81 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.36 0.05 0.08 (loc) 11-13 11-13 10 11-13 l/defl >999 >563 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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* 3-16,8-11,9-10,9-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 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 3-14, 5-14, 8-13 REACTIONS.(lb/size) 1=731/Mechanical, 14=1167/0-3-8, 10=750/0-5-8 Max Horz 1=90(LC 5) Max Uplift1=-55(LC 6), 14=-18(LC 6), 10=-83(LC 7) Max Grav 1=731(LC 1), 14=1167(LC 1), 10=774(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-441/0, 2-3=-988/217, 3-4=-342/162, 5-6=-252/223, 6-7=-282/202, 7-8=-412/165, 8-9=-1099/212, 9-10=-709/162 BOT CHORD 1-16=-95/811, 15-16=-95/811, 14-15=-95/811, 13-14=0/252, 12-13=-93/903, 11-12=-93/903, 10-11=-51/275 WEBS 3-16=0/318, 3-14=-749/185, 5-14=-429/39, 8-13=-753/182, 8-11=0/328, 9-11=-42/632 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) 1, 14, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T17 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349828 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bkkPtHasF38uBoB7kFzZgZysTKjzuPNR4R9fJ9ynbbC Scale = 1:66.4 1 2 3 4 5 6 7 8 9 17 16 15 13 12 11 101422 3x6 5x8 4x6 6x8 4x6 3x8 3x6 2x4 3x6 3x8 3x6 5x6 10x10 3x6 7-4-6 7-4-6 14-5-3 7-0-14 16-0-0 1-6-13 19-1-13 3-1-13 26-2-10 7-0-14 33-3-0 7-0-6 -0-10-8 0-10-8 7-4-6 7-4-6 14-5-3 7-0-14 19-1-13 4-8-9 26-2-10 7-0-14 33-3-0 7-0-6 0-9-57-10-47-11-150-11-57-10-46.00 12 Plate Offsets (X,Y)-- [2:0-4-10,0-0-4], [6:0-4-0,0-1-15], [10:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.71 0.89 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.37 0.07 0.07 (loc) 15-17 15-17 10 15-17 l/defl >999 >519 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 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* 6-13: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-7 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size) 2=1113/0-5-8, 10=1068/0-5-8, 14=616/0-3-8 Max Horz 2=87(LC 5) Max Uplift2=-80(LC 6), 10=-52(LC 7), 14=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/0, 3-4=-1673/240, 4-5=-1125/190, 5-6=-1023/223, 6-7=-941/242, 7-8=-1156/229, 8-9=-1661/231, 9-10=-1007/167 BOT CHORD 2-17=-124/1429, 16-17=-124/1429, 15-16=-124/1429, 14-15=0/918, 14-22=0/918, 13-22=0/918, 12-13=-120/1413, 11-12=-120/1413, 10-11=-39/258 WEBS 4-17=0/298, 4-15=-599/163, 8-13=-555/154, 9-11=-82/1161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T18 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349829 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3wIn5dbU?MGloymJIyUoDnV_wk3PdsWaJ5uCrcynbbB Scale = 1:60.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 920 5x8 4x8 8x10 4x6 3x6 3x6 2x4 3x6 3x8 3x6 8x8 10x10 3x8 6-4-6 6-4-6 12-5-3 6-0-14 21-1-13 8-8-9 27-2-10 6-0-13 33-3-0 6-0-6 -0-10-8 0-10-8 6-4-6 6-4-6 12-5-3 6-0-14 21-1-13 8-8-9 27-2-10 6-0-13 33-3-0 6-0-6 0-9-56-10-46-11-150-11-56-10-46.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [5:0-4-0,0-1-15], [6:0-4-0,0-1-15], [9:Edge,0-7-13], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.92 0.87 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.54 0.09 0.06 (loc) 11-14 11-14 9 14-15 l/defl >999 >732 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-11: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 2=1463/0-5-8, 9=1388/0-5-8 Max Horz 2=77(LC 5) Max Uplift2=-75(LC 6), 9=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-740/0, 3-4=-2325/289, 4-5=-2059/280, 5-6=-1692/286, 6-7=-1971/280, 7-8=-2207/272, 8-9=-1317/187 BOT CHORD 2-15=-175/2008, 14-15=-175/2008, 13-14=-69/1775, 13-20=-69/1775, 12-20=-69/1775, 11-12=-69/1775, 10-11=-166/1907, 9-10=-31/271 WEBS 4-14=-280/126, 5-14=0/478, 5-11=-255/59, 6-11=0/434, 7-11=-265/117, 8-10=-136/1649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T19 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349830 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3wIn5dbU?MGloymJIyUoDnV?rk7cdyoaJ5uCrcynbbB Scale = 1:60.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 5x8 5x8 10x10 6x8 4x6 3x6 3x6 2x4 2x4 3x8 3x6 4x6 3x6 10-5-3 10-5-3 16-9-8 6-4-5 23-1-13 6-4-5 33-3-0 10-1-3 -0-10-8 0-10-8 5-4-6 5-4-6 10-5-3 5-0-14 16-9-8 6-4-5 23-1-13 6-4-5 28-2-10 5-0-13 33-3-0 5-0-6 0-9-55-10-45-11-150-11-55-10-46.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [5:0-4-0,0-1-15], [7:0-4-0,0-1-15], [9:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.60 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.61 0.10 0.07 (loc) 2-15 2-15 10 13 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13,7-13: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 2-11-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size) 2=1377/0-5-8, 10=1323/0-5-8 Max Horz 2=70(LC 5) Max Uplift2=-64(LC 6), 10=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2220/286, 3-4=-2137/314, 4-5=-1973/263, 5-6=-2018/316, 6-7=-2018/316, 7-8=-1943/261, 8-9=-390/37, 9-10=-284/55 BOT CHORD 2-15=-205/1853, 14-15=-82/1723, 13-14=-82/1723, 12-13=-78/1677, 11-12=-78/1677, 10-11=-197/1747 WEBS 5-15=0/384, 5-13=-99/495, 6-13=-468/144, 7-13=-95/547, 7-11=0/345, 8-10=-1733/273 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) 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T20 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349831 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-X7s9Izc6mgOcQ6LWsg?1m_1DJ7QmMJFkXlemO2ynbbA Scale = 1:60.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x8 6x8 4x8 10x10 6x10 4x6 3x6 2x4 3x6 3x6 8x8 3x6 4x6 3x6 8-5-3 8-5-3 14-4-12 5-11-9 20-4-4 5-11-9 26-7-14 6-3-10 33-3-0 6-7-2 -0-10-8 0-10-8 8-5-3 8-5-3 14-4-12 5-11-9 20-4-4 5-11-9 22-9-0 2-4-12 27-10-4 5-1-4 33-3-0 5-4-12 0-9-54-10-46-2-50-11-54-10-46.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [4:0-4-0,0-1-15], [6:0-3-6,Edge], [9:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.69 0.74 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.43 0.13 0.11 (loc) 12-14 12-14 10 12-14 l/defl >999 >927 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size) 2=1377/0-5-8, 10=1323/0-5-8 Max Horz 2=70(LC 5) Max Uplift2=-121(LC 6), 10=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-704/0, 3-4=-2148/266, 4-5=-2420/337, 5-6=-2262/322, 6-7=-2535/385, 7-8=-2033/323, 8-9=-361/94, 9-10=-281/84 BOT CHORD 2-16=-130/1837, 15-16=-132/1832, 14-15=-132/1832, 13-14=-187/2418, 12-13=-187/2418, 11-12=-92/1607, 10-11=-176/1790 WEBS 4-16=0/263, 4-14=-69/740, 5-14=-333/120, 5-12=-297/54, 6-12=-1358/248, 7-12=-202/1710, 7-11=-59/337, 8-10=-1811/191 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) 10 except (jt=lb) 2=121. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T21 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349832 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-X7s9Izc6mgOcQ6LWsg?1m_1AA7NSMM8kXlemO2ynbbA Scale = 1:61.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 5x8 4x8 5x8 10x10 6x8 4x6 4x6 3x6 2x4 3x8 3x6 8x8 3x6 4x6 3x8 MT18HS 6-5-3 6-5-3 12-4-12 5-11-9 18-4-4 5-11-9 25-7-14 7-3-10 33-3-0 7-7-2 -0-10-8 0-10-8 6-5-3 6-5-3 12-4-12 5-11-9 18-4-4 5-11-9 22-9-0 4-4-12 27-10-4 5-1-4 33-3-0 5-4-12 0-9-53-10-46-2-50-11-53-10-46.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [4:0-4-0,0-1-15], [9:Edge,0-3-0], [14:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.95 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.65 0.14 0.16 (loc) 11-12 11-12 10 12-14 l/defl >999 >615 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-12: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 3-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size) 2=1406/0-5-8, 10=1385/0-5-8 Max Horz 2=72(LC 5) Max Uplift2=-121(LC 6), 10=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2348/237, 3-4=-2250/257, 4-5=-3054/379, 5-6=-3174/388, 6-7=-3540/477, 7-8=-2128/303, 8-9=-360/86, 9-10=-283/82 BOT CHORD 2-16=-147/1964, 15-16=-150/1959, 14-15=-150/1959, 13-14=-263/3052, 12-13=-263/3052, 12-17=-97/1697, 17-18=-97/1697, 11-18=-97/1697, 10-11=-184/1889 WEBS 4-16=0/251, 4-14=-132/1279, 5-14=-557/141, 6-12=-1833/307, 7-12=-277/2392, 7-11=-21/381, 8-10=-1930/210 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) 10 except (jt=lb) 2=121. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T22 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349833 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?JQXWJdlX_WT2GwiPNWGICaL1XnH5oAtmPNJwUynbb9 Scale = 1:61.4 12 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x10 5x16 MT18HS 4x6 3x6 6x8 4x6 3x16 MT18HS3x8 3x12 2x4 3x6 5x12 4x6 3x8 3x16 MT18HS 4-5-3 4-5-3 10-4-12 5-11-9 16-4-4 5-11-9 24-7-14 8-3-10 33-3-0 8-7-2 -0-10-8 0-10-8 4-5-3 4-5-3 10-4-12 5-11-9 16-4-4 5-11-9 22-9-0 6-4-12 27-10-4 5-1-4 33-3-0 5-4-12 0-9-52-10-46-2-50-11-52-10-46.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [4:0-5-0,0-1-7], [6:0-8-0,0-2-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.65 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.87 0.16 0.25 (loc) 13-15 11-13 10 13-15 l/defl >999 >459 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 131 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-11: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 2-4-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 8-10 2 Rows at 1/3 pts 6-11 REACTIONS.(lb/size) 2=1377/0-5-8, 10=1323/0-5-8 Max Horz 2=72(LC 5) Max Uplift2=-121(LC 6), 10=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2319/234, 3-4=-2251/251, 4-5=-1902/243, 5-6=-4226/509, 6-7=-1561/243, 7-8=-1973/289, 8-9=-386/80, 9-10=-295/80 BOT CHORD 2-16=-162/1948, 15-16=-368/3773, 14-15=-368/3773, 13-14=-368/3773, 12-13=-421/4221, 11-12=-421/4221, 10-11=-191/1773 WEBS 4-16=-20/872, 5-16=-2031/225, 5-13=-63/489, 6-11=-3045/375, 7-11=-104/1229, 8-10=-1766/225 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=121. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T23 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349834 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-?JQXWJdlX_WT2GwiPNWGICaKHXj55nstmPNJwUynbb9 Scale = 1:46.5 1 2 3 4 5 6 9 8 7104x8 4x6 4x6 4x6 10x10 3x6 2x4 3x8 4x6 4-2-15 4-2-15 10-9-15 6-7-0 21-3-15 10-6-0 6-0-0 6-0-0 10-9-15 4-9-15 15-7-15 4-9-15 21-3-15 5-8-0 0-9-56-2-50-11-56.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [6:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.92 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.75 0.04 0.02 (loc) 7-8 7-8 7 7-8 l/defl >690 >270 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 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 2x6 SP No.1 3-4-2 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. REACTIONS.(lb/size) 1=763/4-6-7, 7=825/0-5-8, 10=106/0-3-8 Max Horz 1=73(LC 5) Max Uplift1=-79(LC 6), 7=-50(LC 7) Max Grav 1=763(LC 1), 7=825(LC 1), 10=185(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1208/230, 2-3=-1069/252, 3-4=-920/194, 4-5=-925/194, 5-6=-387/46, 6-7=-292/67 BOT CHORD 1-10=-150/987, 9-10=-150/987, 8-9=-150/987, 7-8=-136/969 WEBS 3-8=-299/175, 4-8=-67/483, 5-8=-283/159, 5-7=-812/200 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) 1, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T24 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349835 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UV_wjfdNIHeKfQUuz51VrP7YEx5JqKN0?37sSxynbb8 Scale = 1:45.5 1 2 3 4 5 6 7 8 13 12 11 10 9 5x8 4x6 3x4 3x6 3x4 3x6 3x6 2x4 3x6 4x8 4x6 4x6 4-11-13 4-11-13 10-0-8 5-0-11 11-7-7 1-6-15 21-3-15 9-8-8 -0-10-8 0-10-8 5-2-0 5-2-0 10-0-8 4-10-8 11-7-7 1-6-15 16-3-15 4-8-8 21-3-15 5-0-0 0-9-55-7-145-9-90-11-55-7-146.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-0-4], [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.73 0.80 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.47 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >408 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=318/0-3-8, 13=770/0-6-0, 9=658/0-5-8 Max Horz 2=66(LC 5) Max Uplift2=-58(LC 6), 13=-11(LC 6), 9=-39(LC 7) Max Grav 2=331(LC 10), 13=770(LC 1), 9=658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-564/147, 5-6=-525/147, 6-7=-658/136, 7-8=-302/38 BOT CHORD 10-11=0/447, 9-10=-93/730 WEBS 4-13=-640/131, 4-11=0/338, 5-10=0/322, 7-10=-254/150, 7-9=-619/150 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 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) 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T25 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349836 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UV_wjfdNIHeKfQUuz51VrP7YWxBGqJ?0?37sSxynbb8 Scale = 1:44.4 1 2 3 4 5 6 12 11 10 9 8 7 5x8 8x8 4x6 4x6 3x6 2x4 5x12 3x6 4x6 10x10 6-2-2 6-2-2 8-0-8 1-10-6 13-7-7 5-6-15 21-3-15 7-8-8 -0-10-8 0-10-8 8-0-8 8-0-8 13-7-7 5-6-15 21-3-15 7-8-8 22-6-7 1-2-8 0-9-54-7-144-9-90-11-54-7-146.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-4-11], [3:0-6-0,0-0-15], [4:0-4-0,0-1-15], [7:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.41 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.19 0.01 0.01 (loc) 7-8 7-8 7 2-11 l/defl >999 >958 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-7: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 4-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 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, Except: 6-0-0 oc bracing: 2-11. REACTIONS.(lb/size) 2=309/0-3-8, 11=830/0-7-3, 7=690/0-5-8 Max Horz 2=-60(LC 7) Max Uplift2=-57(LC 6), 11=-2(LC 6), 7=-82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-261/135, 4-5=-739/115, 5-7=-622/180 BOT CHORD 10-11=0/269, 9-10=0/269, 8-9=0/558, 7-8=-105/446 WEBS 3-11=-671/67, 3-9=0/285, 4-9=-411/14, 4-8=0/287 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) 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T26 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349837 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yiXIw_e?3bmBHZ34XoYkNdffsLP6ZfzADjtQ_Nynbb7 Scale = 1:39.4 1 2 3 4 5 9 8 7 63x12 5x8 4x10 2x4 3x8 MT18HS 3x6 2x4 6x10 3x6 0-0-6 0-0-6 6-1-9 6-1-3 11-9-5 5-7-12 18-9-0 6-11-11 6-1-9 6-1-9 11-9-5 5-7-12 16-11-14 5-2-9 18-9-0 1-9-2 0-6-22-5-55-0-94-2-01.97 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-12] 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) 0.99 0.95 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.49 0.06 0.13 (loc) 7-9 7-9 6 7-9 l/defl >898 >454 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 68 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. REACTIONS.(lb/size) 1=921/0-4-3, 6=921/Mechanical Max Horz 1=129(LC 6) Max Uplift1=-48(LC 6), 6=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3285/272, 2-3=-2017/133, 3-4=-2359/235 BOT CHORD 1-9=-374/3186, 8-9=-374/3186, 7-8=-374/3186, 6-7=-46/299 WEBS 2-7=-1266/177, 3-7=-1110/193, 4-7=-225/2308, 4-6=-889/156 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 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T27 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349838 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yiXIw_e?3bmBHZ34XoYkNdfh9LPQZlVADjtQ_Nynbb7 Scale = 1:38.1 1 2 3 4 7 6 5 3x8 5x8 2x4 3x6 4x10 3x6 6x8 0-0-6 0-0-6 8-9-9 8-9-3 16-9-0 7-11-6 8-9-9 8-9-9 14-11-14 6-2-4 16-9-0 1-9-2 0-6-21-11-75-0-94-2-01.97 12 6.00 12 Plate Offsets (X,Y)-- [1:0-4-5,Edge], [3:0-4-4,Edge], [7:0-3-8,0-2-0] 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) 0.84 0.93 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.51 0.04 0.09 (loc) 1-7 1-7 5 1-7 l/defl >999 >384 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 *Except* 1-2: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=821/0-4-3, 5=821/Mechanical Max Horz 1=129(LC 6) Max Uplift1=-39(LC 6), 5=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2341/137, 2-3=-2511/227 BOT CHORD 1-7=-234/2255, 6-7=-46/272, 5-6=-46/272 WEBS 2-7=-1283/244, 3-7=-210/2372, 3-5=-808/158 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. 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) 1, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T28 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349839 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Qu5g8Kfdqvv1vjeH5V4zwqCvrlnRIDJJSNczXpynbb6 Scale = 1:38.0 1 2 3 4 7 6 53x8 4x8 4x6 2x4 2x4 4x8 4x6 0-0-6 0-0-6 5-9-14 5-9-8 12-11-14 7-2-0 14-9-0 1-9-2 5-9-14 5-9-14 12-11-14 7-2-0 14-9-0 1-9-2 0-6-21-5-95-0-94-2-01.97 12 6.00 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) 0.65 0.82 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.36 0.06 0.09 (loc) 7 6-7 5 7 l/defl >999 >479 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 1=721/0-4-3, 5=721/Mechanical Max Horz 1=129(LC 6) Max Uplift1=-30(LC 6), 5=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2369/175, 2-3=-441/22, 3-4=-281/40, 4-5=-766/85 BOT CHORD 1-7=-287/2289, 6-7=-297/2273 WEBS 2-7=0/271, 2-6=-2017/263, 4-6=-99/744 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. 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) 1, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T29 Truss Type Common Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349840 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Qu5g8Kfdqvv1vjeH5V4zwqCy_lrbIJbJSNczXpynbb6 Scale = 1:26.0 1 2 3 4 5 6 7 4x8 3x4 4x8 3x4 2x4 4x6 6-11-4 6-11-4 13-10-8 6-11-4 -0-10-8 0-10-8 6-11-4 6-11-4 13-10-8 6-11-4 0-7-52-11-10-7-54.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-10], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.45 0.55 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.04 (loc) 7-10 7-10 2 7-10 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=553/Mechanical, 2=609/0-3-8 Max Horz 2=35(LC 4) Max Uplift6=-29(LC 7), 2=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-479/0, 3-4=-925/160, 4-5=-924/160, 5-6=-507/0 BOT CHORD 2-7=-93/829, 6-7=-93/829 WEBS 4-7=0/287 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) 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T30 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349841 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:53:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Qu5g8Kfdqvv1vjeH5V4zwqCs7ls8IHAJSNczXpynbb6 Scale = 1:51.2 1 2 3 4 5 6 11 10 9 8 7 5x8 4x6 3x4 3x6 3x6 5x6 3x4 5x6 3x8 7-4-0 7-4-0 12-4-0 5-0-0 19-8-0 7-4-0 -1-2-8 1-2-8 7-4-0 7-4-0 12-4-0 5-0-0 19-8-0 7-4-0 20-10-8 1-2-8 2-8-56-2-106-4-52-8-56-2-106.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-15], [5:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.45 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.01 0.01 (loc) 10-11 10-11 7 8-10 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 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) 11=856/0-3-8, 7=856/0-3-8 Max Horz 11=-101(LC 4) Max Uplift11=-65(LC 6), 7=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/148, 3-4=-606/173, 4-5=-775/147, 2-11=-788/187, 5-7=-788/187 BOT CHORD 9-10=-10/606, 8-9=-10/606 WEBS 2-10=0/547, 5-8=0/547 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T31 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349842 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-u4f2LggFbC1uWtDTeDbCS2l6H8711cWTh1MX3Fynbb5 Scale = 1:54.7 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 5x8 3x8 3x6 3x8 3x6 3x6 3x6 2x4 3x8 2x4 9-4-0 9-4-0 10-4-0 1-0-0 19-8-0 9-4-0 -1-2-8 1-2-8 4-9-12 4-9-12 9-4-0 4-6-4 10-4-0 1-0-0 14-10-4 4-6-4 19-8-0 4-9-12 20-10-8 1-2-8 2-8-57-2-107-4-52-8-57-2-106.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.79 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >534 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=856/0-5-8, 9=856/0-5-8 Max Horz 13=-111(LC 4) Max Uplift13=-73(LC 6), 9=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-687/172, 4-5=-557/178, 5-6=-687/171 BOT CHORD 12-13=-31/562, 11-12=-31/562, 10-11=0/558, 9-10=-0/562 WEBS 3-13=-753/69, 6-9=-753/69 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T32 Truss Type Hip Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349843 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-u4f2LggFbC1uWtDTeDbCS2l4r88t1jcTh1MX3Fynbb5 Scale = 1:47.0 1 2 3 4 5 6 7 8 9 12 11 10 4x6 4x6 5x8 3x6 3x6 3x6 3x6 3x6 5x8 3x6 8-0-0 8-0-0 17-3-0 9-3-0 25-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 12-7-8 4-7-8 17-3-0 4-7-8 25-3-0 8-0-0 26-5-8 1-2-8 0-9-04-7-54-9-00-9-04-7-56.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.70 0.74 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.54 0.08 0.06 (loc) 10-12 10-12 8 12-15 l/defl >999 >558 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except 2-0-0 oc purlins (5-0-9 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 8=1083/0-3-8 Max Horz 2=-53(LC 7) Max Uplift2=-66(LC 6), 8=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-422/0, 3-4=-1557/181, 4-5=-1298/206, 5-6=-1298/206, 6-7=-1557/181, 7-8=-422/0 BOT CHORD 2-12=-38/1308, 11-12=-81/1465, 10-11=-81/1465, 8-10=-38/1308 WEBS 4-12=0/410, 5-12=-337/105, 5-10=-337/105, 6-10=0/410 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) 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T33 Truss Type Hip Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349844 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MHDQZ0gtMW9l81ofCw6R?FHH2YSemCJcwh54biynbb4 Scale = 1:51.6 1 2 3 4 5 6 7 8 9 10 13 12 11 4x6 5x8 8x8 3x4 3x6 3x8 2x4 3x6 2x4 8x8 3x4 10-0-0 10-0-0 15-3-0 5-3-0 25-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 15-3-0 5-3-0 20-1-4 4-10-4 25-3-0 5-1-12 26-5-8 1-2-8 0-9-05-7-55-9-00-9-05-7-56.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.54 0.77 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.07 0.06 (loc) 11-20 11-20 9 11-13 l/defl >999 >708 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except 2-0-0 oc purlins (5-1-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=62(LC 6) Max Uplift2=-77(LC 6), 9=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-831/0, 3-4=-1582/244, 4-5=-1356/201, 5-6=-1157/211, 6-7=-1356/202, 7-8=-1582/244, 8-9=-833/0 BOT CHORD 2-13=-119/1356, 12-13=-11/1156, 11-12=-11/1156, 9-11=-119/1356 WEBS 5-13=0/335, 6-11=0/335 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) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T34 Truss Type Hip Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349845 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MHDQZ0gtMW9l81ofCw6R?FHFKYSnm8ycwh54biynbb4 Scale = 1:54.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 5x8 4x6 5x8 3x6 3x6 3x6 2x4 3x6 3x8 3x6 2x4 5x8 3x6 6-1-12 6-1-12 12-0-0 5-10-4 13-3-0 1-3-0 19-1-4 5-10-4 25-3-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 13-3-0 1-3-0 19-1-4 5-10-4 25-3-0 6-1-12 26-5-8 1-2-8 0-9-06-7-56-9-00-9-06-7-56.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [5:0-4-0,0-1-15], [9:0-5-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.65 0.83 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.23 0.08 0.05 (loc) 13-15 13-15 9 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 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, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except 2-0-0 oc purlins (5-6-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=71(LC 6) Max Uplift2=-85(LC 6), 9=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/0, 3-4=-1593/221, 4-5=-1215/221, 5-6=-1016/230, 6-7=-1217/221, 7-8=-1592/221, 8-9=-459/0 BOT CHORD 2-15=-96/1359, 14-15=-96/1359, 13-14=-96/1359, 12-13=0/1013, 11-12=-96/1357, 9-11=-96/1357 WEBS 4-13=-427/118, 5-13=-21/295, 6-12=-21/313, 7-12=-424/118 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) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T35 Truss Type COMMON Qty 17 Ply 1 McKenzie Patel Job Reference (optional) I34349846 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qTnpmMhV7qHcmBNsmedgYTqUkypRVcYl8Lrd88ynbb3 Scale = 1:56.2 1 2 3 4 5 6 7 8 9 12 11 102122 4x6 5x8 3x6 3x8 3x6 2x4 3x6 2x4 5x8 3x6 8-6-3 8-6-3 16-8-13 8-2-11 25-3-0 8-6-3 -1-2-8 1-2-8 6-5-8 6-5-8 12-7-8 6-2-0 18-9-8 6-2-0 25-3-0 6-5-8 26-5-8 1-2-8 0-9-07-0-120-9-06.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [8:0-5-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.42 0.73 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.08 0.05 (loc) 10-12 10-12 8 10-12 l/defl >999 >612 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 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 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1151/0-3-8, 8=1151/0-3-8 Max Horz 2=-75(LC 7) Max Uplift2=-87(LC 6), 8=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/0, 3-4=-1713/241, 4-5=-1576/263, 5-6=-1576/263, 6-7=-1713/241, 7-8=-618/0 BOT CHORD 2-12=-109/1479, 12-21=0/1043, 11-21=0/1043, 11-22=0/1043, 10-22=0/1043, 8-10=-109/1479 WEBS 5-10=-54/590, 6-10=-307/169, 5-12=-54/590, 4-12=-307/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T36 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349847 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qTnpmMhV7qHcmBNsmedgYTqNDyoxVcUl8Lrd88ynbb3 Scale = 1:54.5 1 2 3 4 5 6 7 8 11 10 92021 6x8 3x6 4x6 3x8 3x6 2x4 3x6 2x4 6x8 3x6 8-6-3 8-6-3 16-8-13 8-2-11 25-3-0 8-6-3 6-5-8 6-5-8 12-7-8 6-2-0 18-9-8 6-2-0 25-3-0 6-5-8 26-5-8 1-2-8 0-9-07-0-120-9-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.84 0.83 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.53 0.08 0.06 (loc) 9-11 9-11 7 9-11 l/defl >954 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1076/0-3-8, 7=1152/0-3-8 Max Horz 1=-85(LC 7) Max Uplift1=-49(LC 6), 7=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-608/0, 2-3=-1745/246, 3-4=-1584/268, 4-5=-1577/264, 5-6=-1738/242, 6-7=-582/0 BOT CHORD 1-11=-115/1490, 11-20=0/1046, 10-20=0/1046, 10-21=0/1046, 9-21=0/1046, 7-9=-111/1482 WEBS 4-9=-53/588, 5-9=-311/170, 4-11=-59/597, 3-11=-317/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T37 Truss Type COMMON Qty 3 Ply 1 McKenzie Patel Job Reference (optional) I34349848 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IfLB_ii8u7PTNLy2KL8v4gMbcMA1E2ivN?aBgaynbb2 Scale = 1:52.8 1 2 3 4 5 6 10 9 8 715 16 4x6 2x4 3x6 3x6 4x6 3x6 2x4 5x8 3x4 3-2-3 3-2-3 11-4-13 8-2-10 19-11-0 8-6-3 1-1-8 1-1-8 7-3-8 6-2-0 13-5-8 6-2-0 19-11-0 6-5-8 21-1-8 1-2-8 3-5-07-0-120-9-06.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.67 0.65 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.34 0.03 0.02 (loc) 7-9 7-9 5 7 l/defl >999 >689 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 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 Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=876/0-5-8, 5=915/0-3-8 Max Horz 10=-135(LC 4) Max Uplift10=-24(LC 7), 5=-82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-629/130, 2-3=-1105/205, 3-4=-1268/183, 4-5=-523/0, 1-10=-911/101 BOT CHORD 9-15=0/609, 8-15=0/609, 8-16=0/609, 7-16=0/609, 5-7=-59/1070 WEBS 1-9=0/640, 2-7=-50/609, 3-7=-330/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T38 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349849 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-IfLB_ii8u7PTNLy2KL8v4gMgaMEME2_vN?aBgaynbb2 Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 5x8 4x6 4x8 3x4 3x4 3x6 3x6 2x4 3x6 4x8 3x6 2x4 4x8 3x4 3x4 5-11-12 5-11-12 11-8-0 5-8-4 13-7-0 1-11-0 19-3-4 5-8-4 25-3-0 5-11-12 -1-2-8 1-2-8 5-11-12 5-11-12 11-8-0 5-8-4 13-7-0 1-11-0 19-3-4 5-8-4 25-3-0 5-11-12 26-5-8 1-2-8 0-9-06-5-56-7-00-9-06-5-56.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [5:0-4-0,0-1-15], [9:0-5-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.43 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.18 0.07 0.04 (loc) 13-15 13-15 9 13-15 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 SLIDER Left 2x4 SPF-S Stud 3-3-13, Right 2x4 SPF-S Stud 3-3-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except 2-0-0 oc purlins (5-6-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=-63(LC 7) Max Uplift2=-84(LC 6), 9=-84(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1650/196, 3-4=-1577/217, 4-5=-1232/220, 5-6=-1032/227, 6-7=-1233/221, 7-8=-1576/217, 8-9=-1649/196 BOT CHORD 2-15=-104/1374, 14-15=-104/1374, 13-14=-104/1374, 12-13=-7/1031, 11-12=-104/1373, 9-11=-104/1373 WEBS 4-13=-420/114, 5-13=-17/297, 6-12=-17/299, 7-12=-417/114 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) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T39 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349850 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-msvZB2jmfRXK?UXEt3f8duvqbmUAzZB2ceKkC1ynbb1 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 13 12 11 4x6 5x8 5x8 3x6 3x6 3x8 2x4 3x6 2x4 5x8 3x6 9-8-0 9-8-0 15-7-0 5-11-0 25-3-0 9-8-0 -1-2-8 1-2-8 4-11-12 4-11-12 9-8-0 4-8-4 15-7-0 5-11-0 20-3-4 4-8-4 25-3-0 4-11-12 26-5-8 1-2-8 0-9-05-5-55-7-00-9-05-5-56.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [6:0-4-0,0-1-15], [9:0-5-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.78 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.60 0.07 0.04 (loc) 9-11 9-11 9 11-13 l/defl >999 >508 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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 2-9-1, Right 2x4 SPF-S Stud 2-9-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except 2-0-0 oc purlins (4-10-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=-53(LC 7) Max Uplift2=-75(LC 6), 9=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1621/220, 3-4=-1542/245, 4-5=-1386/200, 5-6=-1188/209, 6-7=-1386/200, 7-8=-1542/245, 8-9=-1620/220 BOT CHORD 2-13=-134/1337, 12-13=-22/1187, 11-12=-22/1187, 9-11=-134/1337 WEBS 5-13=0/334, 6-11=0/334 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) 2, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T40 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349851 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-msvZB2jmfRXK?UXEt3f8duvqUmRzzTj2ceKkC1ynbb1 Scale = 1:51.9 1 2 3 4 5 6 7 8 9 10 13 12 11 4x6 6x6 4x6 5x8 3x6 3x6 4x8 2x4 3x6 4x8 3x4 3x4 9-9-8 9-9-8 17-7-0 7-9-8 25-3-0 7-8-0 -1-2-8 1-2-8 5-0-8 5-0-8 9-9-8 4-9-0 11-11-0 2-1-8 17-7-0 5-8-0 25-3-0 7-8-0 26-5-8 1-2-8 0-9-04-5-55-7-120-9-04-5-56.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [9:0-5-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.99 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.61 0.07 0.04 (loc) 2-13 2-13 9 11-13 l/defl >999 >497 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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 2-9-8, Right 2x4 SPF-S Stud 4-2-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except 2-0-0 oc purlins (4-7-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=-54(LC 7) Max Uplift2=-76(LC 6), 9=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1623/222, 3-4=-1544/248, 4-5=-1367/197, 5-6=-1346/213, 6-7=-1309/216, 7-8=-1466/191, 8-9=-1596/170 BOT CHORD 2-13=-136/1340, 12-13=-87/1514, 11-12=-87/1514, 9-11=-61/1319 WEBS 5-13=-100/979, 6-13=-773/163, 6-11=-254/31, 7-11=0/408 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) 2 except (jt=lb) 9=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T41 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349852 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-F2SxPOkOQlfBde6RRmAN95Sy?9t3iuTCqI3HkTynbb0 Scale = 1:51.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 4x6 8x10 5x8 5x8 3x6 3x6 3x8 2x4 3x6 2x4 4x8 3x4 3x4 9-9-8 9-9-8 13-11-0 4-1-8 19-7-0 5-8-0 25-3-0 5-8-0 -1-2-8 1-2-8 5-0-8 5-0-8 9-9-8 4-9-0 13-11-0 4-1-8 19-7-0 5-8-0 25-3-0 5-8-0 26-5-8 1-2-8 0-9-03-5-55-7-120-9-03-5-56.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [6:0-3-6,Edge], [7:0-4-0,0-1-15], [9:0-5-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.61 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.53 0.07 0.06 (loc) 2-14 2-14 9 12 l/defl >999 >573 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-9-8, Right 2x4 SPF-S Stud 3-0-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except 2-0-0 oc purlins (3-7-5 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=-54(LC 7) Max Uplift2=-76(LC 6), 9=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/226, 3-4=-1543/252, 4-5=-1366/202, 5-6=-1367/205, 6-7=-1987/279, 7-8=-1608/192, 8-9=-1685/175 BOT CHORD 2-14=-139/1339, 13-14=-157/1975, 12-13=-157/1975, 11-12=-86/1396, 9-11=-83/1401 WEBS 5-14=-75/906, 6-14=-1027/176, 6-12=-268/80, 7-12=-85/676, 7-11=0/253 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) 2 except (jt=lb) 9=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T42 Truss Type Roof Special Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349853 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-F2SxPOkOQlfBde6RRmAN95Stt9qYitpCqI3HkTynbb0 Scale = 1:51.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 4x6 4x8 5x8 5x8 3x6 3x8 3x12 2x4 3x8 2x4 5x8 3x6 9-9-8 9-9-8 15-11-0 6-1-8 21-7-0 5-8-0 25-3-0 3-8-0 -1-2-8 1-2-8 5-0-8 5-0-8 9-9-8 4-9-0 15-11-0 6-1-8 21-7-0 5-8-0 25-3-0 3-8-0 26-5-8 1-2-8 0-9-02-5-55-7-120-9-02-5-56.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [7:0-4-0,0-1-15], [9:0-5-1,Edge], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.77 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.55 0.08 0.11 (loc) 2-14 2-14 9 12 l/defl >999 >556 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 BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-9-8, Right 2x4 SPF-S Stud 1-11-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except 2-0-0 oc purlins (2-6-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size) 2=1083/0-3-8, 9=1083/0-3-8 Max Horz 2=-54(LC 7) Max Uplift2=-76(LC 6), 9=-102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1621/226, 3-4=-1542/252, 4-5=-1373/206, 5-6=-1402/198, 6-7=-2681/339, 7-8=-1665/185, 8-9=-1721/166 BOT CHORD 2-14=-139/1337, 13-14=-263/2708, 12-13=-263/2708, 11-12=-101/1429, 9-11=-97/1435 WEBS 5-14=-44/838, 6-14=-1630/253, 6-12=-411/124, 7-12=-165/1349 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) 2 except (jt=lb) 9=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T43 Truss Type Common Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349854 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jE0Jckk0B2n2Eogd?TiciJ_8sZEwRQML3yprHvynbb? Scale = 1:46.6 1 2 3 4 5 6 7 8 4x6 4x8 3x4 5x12 2x4 2x4 3x8 9-9-8 9-9-8 19-11-0 10-1-8 -1-2-8 1-2-8 5-0-8 5-0-8 9-9-8 4-9-0 14-9-13 5-0-5 19-11-0 5-1-3 0-9-05-7-120-7-06.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [7:0-3-8,Edge], [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.57 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.47 0.01 0.01 (loc) 7-8 7-8 7 7-8 l/defl >661 >259 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 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 2=57(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 7 Max Grav All reactions 250 lb or less at joint(s) except 2=421(LC 10), 8=937(LC 1), 7=346(LC 11), 7=333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/59, 6-7=-363/99 BOT CHORD 2-8=-47/258, 7-8=-31/285 WEBS 4-8=-344/161, 5-8=-347/92, 6-8=-392/185 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) 2, 8, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T44 Truss Type Common Qty 5 Ply 1 McKenzie Patel Job Reference (optional) I34349855 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jE0Jckk0B2n2Eogd?TiciJ_9JZ9FRRBL3yprHvynbb? Scale = 1:44.1 1 2 3 4 5 6 7 8 9 4x6 5x8 3x4 5x12 2x4 2x4 4x8 9-9-8 9-9-8 19-11-0 10-1-8 -1-2-8 1-2-8 5-2-5 5-2-5 9-9-8 4-7-3 14-4-11 4-7-3 19-11-0 5-6-5 20-9-8 0-10-8 0-9-05-7-120-7-06.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [7:0-3-8,Edge], [9:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.87 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.58 0.04 0.03 (loc) 7-9 7-9 7 7-9 l/defl >999 >411 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-10-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=864/0-3-8, 7=851/0-3-8 Max Horz 2=54(LC 6) Max Uplift2=-76(LC 6), 7=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1193/174, 3-4=-1128/201, 4-5=-932/150, 5-6=-941/151, 6-7=-1227/205 BOT CHORD 2-9=-95/981, 7-9=-106/1028 WEBS 4-9=-269/147, 5-9=-28/545, 6-9=-316/159 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) 2, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T45 Truss Type COMMON Qty 6 Ply 1 McKenzie Patel Job Reference (optional) I34349856 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jE0Jckk0B2n2Eogd?TiciJ_AJZBuRRFL3yprHvynbb? Scale = 1:43.1 1 2 3 4 5 6 7 9 8 4x6 4x10 4x6 4x8 3x6 2x4 3x8 2x4 10-1-8 10-1-8 19-7-0 9-5-8 -0-10-8 0-10-8 5-1-3 5-1-3 10-1-8 5-0-5 14-8-8 4-7-0 19-7-0 4-10-8 0-7-05-7-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.77 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.59 0.04 0.03 (loc) 2-8 2-8 7 2-8 l/defl >999 >398 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-9-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=776/Mechanical, 2=840/0-3-8 Max Horz 2=57(LC 6) Max Uplift7=-36(LC 7), 2=-71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1220/213, 3-4=-922/149, 4-5=-906/150, 5-6=-1072/199, 6-7=-1153/171 BOT CHORD 2-9=-125/1025, 8-9=-125/1025, 7-8=-100/920 WEBS 3-8=-325/164, 4-8=-20/514 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T46 Truss Type COMMON Qty 5 Ply 1 McKenzie Patel Job Reference (optional) I34349857 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BQaip3leyMvvsyFpZBDrFWXGQzZ6At6VIcYOpMynbb_ Scale = 1:52.4 1 2 3 4 5 8 7 69 4x10 3x6 3x8 3x6 3x6 2x4 4x6 9-8-3 9-8-3 19-7-0 9-10-13 -0-10-8 0-10-8 6-4-15 6-4-15 12-9-0 6-4-1 19-7-0 6-10-0 0-7-06-11-83-6-86.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.64 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.62 0.03 0.04 (loc) 6-8 6-8 6 2-8 l/defl >694 >373 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-6: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size) 2=882/0-3-8, 6=879/Mechanical Max Horz 2=140(LC 6) Max Uplift2=-71(LC 6), 6=-30(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1332/173, 3-4=-1055/153 BOT CHORD 2-8=-193/1098, 7-8=-59/585, 7-9=-59/585, 6-9=-59/585 WEBS 3-8=-356/190, 4-8=-2/669, 4-6=-723/75 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) 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T47 Truss Type Common Qty 4 Ply 1 McKenzie Patel Job Reference (optional) I34349858 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-BQaip3leyMvvsyFpZBDrFWXH?zTjAtxVIcYOpMynbb_ Scale = 1:53.5 1 2 3 4 5 6 9 8 710 11 4x6 4x8 4x8 3x8 3x6 2x4 3x6 2x4 8-6-4 8-6-4 16-11-12 8-5-7 25-8-5 8-8-9 -0-10-8 0-10-8 6-4-15 6-4-15 12-9-0 6-4-1 19-1-1 6-4-1 25-8-5 6-7-4 0-7-06-11-80-5-136.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-0-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.98 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.46 0.07 0.06 (loc) 7-9 6-7 6 6-7 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=1086/Mechanical, 2=1151/0-3-8 Max Horz 2=69(LC 6) Max Uplift6=-50(LC 7), 2=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1885/254, 3-4=-1679/273, 4-5=-1713/279, 5-6=-1909/262 BOT CHORD 2-9=-151/1582, 9-10=-21/1084, 8-10=-21/1084, 8-11=-21/1084, 7-11=-21/1084, 6-7=-162/1636 WEBS 4-7=-68/689, 5-7=-369/195, 4-9=-60/640, 3-9=-327/182 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) 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T48 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349859 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fd841PmGig1mU6q?6uk4nk4TFNorvK0eXGIyKoynbaz Scale = 1:51.6 1 2 3 4 5 6 7 10 9 8 4x6 5x8 4x8 5x8 3x8 3x8 2x4 3x6 2x4 10-8-0 10-8-0 14-10-0 4-2-0 25-8-5 10-10-5 -0-10-8 0-10-8 5-4-7 5-4-7 10-8-0 5-3-9 14-10-0 4-2-0 20-1-9 5-3-9 25-8-5 5-6-12 0-7-05-9-55-11-00-5-135-9-56.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [5:0-4-0,0-1-15], [7:0-0-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.99 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -1.04 0.07 0.05 (loc) 7-8 7-8 7 7-8 l/defl >766 >293 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except 2-0-0 oc purlins (5-3-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=1018/Mechanical, 2=1082/0-3-8 Max Horz 2=59(LC 6) Max Uplift7=-42(LC 7), 2=-73(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1688/272, 3-4=-1391/208, 4-5=-1169/216, 5-6=-1407/208, 6-7=-1741/285 BOT CHORD 2-10=-174/1433, 9-10=-27/1181, 8-9=-27/1181, 7-8=-191/1498 WEBS 3-10=-306/167, 4-10=0/363, 5-8=0/387, 6-8=-359/187 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) 7, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T49 Truss Type Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349860 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fd841PmGig1mU6q?6uk4nk4SANsAvM?eXGIyKoynbaz Scale = 1:46.3 1 2 3 4 5 6 7 10 9 8 4x6 5x8 4x8 4x8 3x6 3x8 2x4 3x6 2x4 8-8-0 8-8-0 16-10-0 8-2-0 25-8-5 8-10-5 -0-10-8 0-10-8 4-4-7 4-4-7 8-8-0 4-3-9 16-10-0 8-2-0 21-1-9 4-3-9 25-8-5 4-6-12 0-7-04-9-54-11-00-5-134-9-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-1-15], [7:0-0-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.71 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.43 0.07 0.04 (loc) 7-8 7-8 7 8-10 l/defl >999 >707 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 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except 2-0-0 oc purlins (5-6-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size) 7=1018/Mechanical, 2=1082/0-3-8 Max Horz 2=50(LC 6) Max Uplift7=-32(LC 7), 2=-63(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/242, 3-4=-1535/203, 4-5=-1327/212, 5-6=-1564/207, 6-7=-1785/259 BOT CHORD 2-10=-156/1442, 9-10=-60/1351, 8-9=-60/1351, 7-8=-177/1531 WEBS 4-10=0/369, 5-8=0/391 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) 7, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss T50 Truss Type Half Hip Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349861 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fd841PmGig1mU6q?6uk4nk4XtNzXvNoeXGIyKoynbaz Scale = 1:27.9 1 2 3 4 6 5 5x6 2x4 3x8 2x4 3x4 6-0-0 6-0-0 8-0-0 2-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 8-0-0 2-0-0 0-7-03-5-53-7-03-1-130-3-83-5-56.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.31 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.00 0.02 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 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) 2=374/0-3-8, 5=304/0-1-8 Max Horz 2=105(LC 6) Max Uplift2=-38(LC 6), 5=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/12 WEBS 3-5=-371/125 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) 2, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349862 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7piSElnuTz9d5GPCgcFJKxcYpnAneddnlw1VsEynbay Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321 22 23 24 25 26 27 28 29 30 31 326x16 5x10 MT18HS 5x10 MT18HS 3x6 5x10 MT18HS 3x6 2x4 4x6 6x8 3x8 2x4 2x4 5x12 6x8 4x6 6x16 4x10 5x8 2x4 5-0-0 5-0-0 9-3-0 4-2-15 13-2-0 3-11-1 19-4-11 6-2-10 25-9-1 6-4-6 31-11-11 6-2-10 39-10-6 7-10-11 5-0-0 5-0-0 9-3-0 4-2-15 13-2-0 3-11-1 19-4-11 6-2-10 25-9-1 6-4-6 31-11-11 6-2-10 35-0-0 3-0-5 39-10-6 4-10-6 40-8-14 0-10-8 0-6-152-9-24-6-154-8-100-9-54-6-152.83 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7], [3:0-7-12,0-2-8], [4:0-5-0,0-1-4], [8:0-4-10,Edge], [11:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.88 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.48 -1.14 0.21 0.37 (loc) 16-18 16-18 11 16-18 l/defl >991 >416 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 397 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4,6-8: 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 1-17: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-18,8-13: 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SPF-S Stud 2-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except 2-0-0 oc purlins (3-3-12 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5168/0-4-3, 11=4211/0-3-8 Max Horz 1=-42(LC 6) Max Uplift1=-611(LC 3), 11=-557(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-16197/1793, 2-3=-14931/1605, 3-4=-11197/1280, 4-5=-9901/1136, 5-6=-9593/1451, 6-7=-9593/1451, 7-8=-9595/1452, 8-9=-7320/1076, 9-10=-7157/1028, 10-11=-7229/1015 BOT CHORD 1-21=-1705/15537, 20-21=-1705/15537, 20-22=-1705/15537, 22-23=-1705/15537, 19-23=-1705/15537, 19-24=-1513/14592, 18-24=-1513/14592, 18-25=-1386/10700, 17-25=-1386/10700, 17-26=-1386/10700, 16-26=-1386/10700, 16-27=-1386/10700, 27-28=-1386/10700, 28-29=-1386/10700, 15-29=-1386/10700, 14-15=-905/6605, 14-30=-905/6605, 13-30=-905/6605, 13-31=-842/6163, 31-32=-842/6163, 11-32=-842/6163 WEBS 2-20=-111/1165, 2-19=-1078/206, 3-19=-65/1159, 3-18=-5357/568, 4-18=-514/4637, 5-18=-1112/397, 5-16=-91/768, 5-15=-1380/40, 7-15=-469/135, 8-15=-582/3674, 8-13=-121/787, 9-13=-132/761 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=611, 11=557.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349862 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:09 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-7piSElnuTz9d5GPCgcFJKxcYpnAneddnlw1VsEynbay NOTES- 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 818 lb down and 199 lb up at 2-7-9, 738 lb down and 53 lb up at 5-5-8, 656 lb down and 45 lb up at 8-3-7, 573 lb down and 38 lb up at 11-1-6, 490 lb down and 49 lb up at 13-11-5, 554 lb down and 32 lb up at 16-10-5, 81 lb down and 78 lb up at 19-10-15, 161 lb down and 77 lb up at 21-10-15, 241 lb down and 76 lb up at 23-10-15, 290 lb down and 76 lb up at 25-10-15, 287 lb down and 75 lb up at 27-10-15, 287 lb down and 75 lb up at 29-10-15, 287 lb down and 75 lb up at 31-10-15, and 287 lb down and 44 lb up at 33-10-15, and 405 lb down and 66 lb up at 35-10-15 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: 1-3=-60, 3-4=-60, 4-8=-60, 8-12=-60, 1-11=-20 Concentrated Loads (lb) Vert: 15=-290 13=-287 14=-287 21=-818(F) 22=-738(F) 23=-656(F) 24=-573(F) 25=-490(F) 26=-554(F) 27=-81 28=-161 29=-241 30=-287 31=-287 32=-405(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349863 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-b?GqS5nXEHHUjP_OEJmYs99ukAi1NGqx_an2Pgynbax Scale = 1:21.8 1 2 3 4 6 5 7 8 5x6 2x4 4x6 4x6 2x4 3-10-11 3-10-11 7-10-11 4-0-0 -0-10-8 0-10-8 3-10-11 3-10-11 7-10-11 4-0-0 0-9-52-7-02-8-112-7-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.11 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 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=425/Mechanical, 2=464/0-3-8 Max Horz 2=71(LC 5) Max Uplift5=-54(LC 6), 2=-66(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/45 BOT CHORD 2-6=-58/430, 6-8=-64/420, 5-8=-64/420 WEBS 3-6=0/261, 3-5=-455/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 145 lb down and 91 lb up at 3-10-11, and 39 lb down and 40 lb up at 5-11-7 on top chord, and 77 lb down at 3-10-11, and 30 lb down at 5-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 3=-98(F) 6=-55(F) 7=-39(F) 8=-28(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349864 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-b?GqS5nXEHHUjP_OEJmYs99kRAbEN74x_an2Pgynbax Scale = 1:31.3 1 2 3 4 7 6 5 8 9 10 11 12 13 14 155x8 6x8 3x6 3x12 10x10 2x4 8x8 6-6-8 6-6-8 9-0-7 2-5-15 10-10-3 1-9-12 6-6-8 6-6-8 9-0-7 2-5-15 10-4-11 1-4-4 10-10-3 0-5-8 0-9-54-0-90-7-44-0-96.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.55 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 0.01 0.05 (loc) 1-7 1-7 5 1-7 l/defl >999 >769 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x6 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-7,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4526/0-3-8, 5=6645/0-5-8 Max Horz 1=109(LC 13) Max Uplift1=-282(LC 5), 5=-516(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5372/363, 2-8=-2598/191, 3-8=-2600/191, 3-9=-2599/191, 4-9=-2599/191 BOT CHORD 1-10=-356/4639, 10-11=-356/4639, 11-12=-356/4639, 7-12=-356/4639, 7-13=-351/4453, 13-14=-351/4453, 6-14=-351/4453 WEBS 2-7=-119/4516, 4-6=-445/6066, 2-6=-3224/278, 4-5=-5728/472 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-3 2x4 - 2 rows staggered at 0-3-0 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) 1=282, 5=516. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 lb down and 191 lb up at 6-6-8, and 116 lb down and 77 lb up at 8-7-4, and 134 lb down and 77 lb up at 10-3-15 on top chord, and 1286 lb down and 73 lb up at 1-1-15, 1286 lb down and 73 lb up at 3-1-15, 1286 lb down and 73 lb up at 5-1-15, 232 lb down at 6-6-8, 1286 lb down and 73 lb up at 7-1-15, 82 lb down at 8-7-4, and 4339 lb down and 298 lb up at 9-0-7, and 95 lb down at 10-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349864 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:11 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3CqCfRo9?bPKLZZao1HnPMivBaxT6aK4DEWcx7ynbaw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 2=-321(B) 7=-161(B) 6=-4339(F) 8=-116(B) 9=-134(B) 10=-1286(F) 11=-1286(F) 12=-1286(F) 13=-1286(F) 14=-53(B) 15=-59(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349865 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3CqCfRo9?bPKLZZao1HnPMiv5auN6YB4DEWcx7ynbaw Scale = 1:47.0 1 2 3 4 5 6 7 11 10 9 812 13 14 15 6x16 6x16 3x12 5x6 2x4 12x20 2x4 2x4 3x12 5-9-0 5-9-0 12-11-8 7-2-8 20-2-0 7-2-8 25-11-0 5-9-0 -0-10-8 0-10-8 5-9-0 5-9-0 12-11-8 7-2-8 20-2-0 7-2-8 25-11-0 5-9-0 26-9-8 0-10-8 0-7-52-4-122-6-50-7-52-4-124.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-3], [3:0-8-0,0-1-0], [5:0-8-0,0-1-0], [6:1-0-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.75 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.64 0.06 0.21 (loc) 8-9 8-9 6 8-9 l/defl >999 >479 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except 2-0-0 oc purlins (3-11-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1649/0-3-8, 6=2157/0-3-8 Max Horz 2=22(LC 11) Max Uplift2=-196(LC 3), 6=-287(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4061/416, 3-4=-6935/805, 4-5=-6935/805, 5-6=-5517/678 BOT CHORD 2-11=-365/3752, 10-11=-370/3741, 9-10=-370/3741, 9-12=-583/5042, 12-13=-583/5042, 13-14=-583/5042, 8-14=-583/5042, 8-15=-589/5116, 6-15=-589/5116 WEBS 3-11=0/283, 3-9=-455/3426, 4-9=-581/165, 5-9=-211/2071, 5-8=-85/1049 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) 2=196, 6=287. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 750 lb down and 83 lb up at 14-0-0, 200 lb down and 42 lb up at 16-1-4, 200 lb down and 42 lb up at 18-1-4, and 200 lb down and 42 lb up at 20-1-4, and 283 lb down and 46 lb up at 22-1-4 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: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349865 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:11 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-3CqCfRo9?bPKLZZao1HnPMiv5auN6YB4DEWcx7ynbaw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-200 12=-750(B) 13=-200 14=-200 15=-283(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349866 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XOObtnpnmuXBzj8nLko0yaEES_M6rAeERuG9TZynbav Scale = 1:38.3 1 2 3 4 5 8 7 6 9 10 11 4x8 2x4 3x6 4x6 3x4 4x6 2x4 2-4-0 2-4-0 2-5-12 0-1-12 7-11-13 5-6-1 13-9-6 5-9-9 -0-10-8 0-10-8 6-8-9 6-8-9 12-11-8 6-2-15 13-9-6 0-9-14 0-7-54-11-24-7-144.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.20 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 7 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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=583/Mechanical, 8=1018/0-3-8 Max Horz 8=138(LC 3) Max Uplift6=-14(LC 5), 8=-36(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-794/0 BOT CHORD 8-9=-31/805, 9-10=-31/805, 7-10=-31/805 WEBS 4-7=0/803, 3-8=-898/136, 4-6=-611/78 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; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 6, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down at 4-0-12, and 153 lb down at 6-10-11, and 73 lb down at 9-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 9=-233(F) 10=-153(F) 11=-73(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349867 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-XOObtnpnmuXBzj8nLko0yaEBG_L2r9iERuG9TZynbav Scale = 1:22.1 1 2 3 5 4 5x12 2x4 4x6 2x4 3x8 3x4 0-0-12 0-0-12 4-11-3 4-10-7 8-3-13 3-4-10 4-11-3 4-11-3 8-3-13 3-4-10 0-6-01-3-72-11-121.91 12 6.00 12 Plate Offsets (X,Y)-- [1:0-4-2,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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.27 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.01 0.02 (loc) 1-5 1-5 4 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 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) 4=964/Mechanical, 1=964/0-3-7 Max Horz 1=76(LC 5) Max Uplift4=-72(LC 6), 1=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2120/347, 3-4=-333/80 BOT CHORD 1-5=-348/2019, 4-5=-334/2008 WEBS 2-4=-2031/373 NOTES- 1) 2-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: 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 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 1. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-220(F=-140), 2-3=-220(F=-140), 1-4=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349868 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-0axz47qPXCf2atjzvSKFUnnFOOZsaRANgY?j??ynbau Scale = 1:100.7 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 1615 14 13 26 27 10x16 7x16 MT18HS 6x8 5x6 8x8 6x6 8x8 3x4 5x6 6x16 10x16 MT18HS WB3x6 10x16 4x6 4x6 6x10 8x8 6x10 6x8 4x6 4x6 3x6 6x8 6x18 MT18HS 4-4-14 4-4-14 9-4-0 4-11-2 14-5-8 5-1-8 21-4-9 6-11-1 26-5-10 5-1-1 31-6-11 5-1-1 37-4-8 5-9-13 38-4-8 1-0-0 43-7-11 5-3-3 48-0-3 4-4-8 -0-10-8 0-10-8 4-4-14 4-4-14 9-4-0 4-11-2 14-5-8 5-1-8 21-4-9 6-11-1 26-5-10 5-1-1 31-6-11 5-1-1 37-4-8 5-9-13 38-4-8 1-0-0 43-7-11 5-3-3 48-0-3 4-4-8 0-9-52-10-14-1-06-1-83-5-149-2-13-5-146-1-86.00 12 1.91 12 Plate Offsets (X,Y)-- [2:1-4-0,0-0-1], [3:1-0-4,0-4-4], [11:0-5-12,0-4-0], [19:0-3-8,0-4-0], [21:0-3-8,0-3-0], [24:0-7-8,0-6-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.81 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.79 -1.67 0.22 0.43 (loc) 21-23 21-23 13 21-23 l/defl >725 >343 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 736 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 3-5: 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-24,5-21: 2x4 SPF 2100F 1.8E, 6-21,6-19,7-19,8-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 3-5, 9-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-19, 7-18 REACTIONS.(lb/size) 13=3242/0-5-8, 2=8366/0-3-8 Max Horz 2=149(LC 4) Max Uplift13=-139(LC 6), 2=-558(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16544/1008, 3-26=-27453/1672, 4-26=-27454/1672, 4-5=-26287/1573, 5-6=-16705/981, 6-7=-9374/570, 7-8=-5601/377, 8-9=-5618/385, 9-10=-5098/295, 10-11=-5539/300 BOT CHORD 2-25=-939/14322, 25-27=-939/14262, 24-27=-939/14262, 23-24=-1699/27452, 22-23=-1601/26249, 21-22=-1601/26249, 20-21=-962/16298, 19-20=-962/16298, 18-19=-450/8343, 17-18=-197/5155, 16-17=-197/5155, 15-16=-183/4937, 14-15=-146/4129, 13-14=-143/4120 WEBS 3-25=-11/982, 3-24=-843/14631, 4-24=-223/373, 4-23=-1992/386, 5-23=-104/933, 5-21=-10394/670, 6-21=-157/3747, 6-19=-9685/624, 7-19=-286/5413, 7-18=-5234/395, 8-18=-253/4584, 9-18=-308/129, 9-16=-1771/150, 10-16=-47/1008, 10-15=-10/444, 11-15=-43/968, 11-13=-5001/201 NOTES- 1) 2-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 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-24 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=139, 2=558. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349868 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:13 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-0axz47qPXCf2atjzvSKFUnnFOOZsaRANgY?j??ynbau NOTES- 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 944 lb down and 84 lb up at 7-4-1, and 5896 lb down and 313 lb up at 9-4-1 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=-170(F=-110), 3-26=-170(F=-110), 5-26=-60, 5-6=-60, 6-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 2-13=-20 Concentrated Loads (lb) Vert: 24=-5896(F) 27=-944(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349869 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-0axz47qPXCf2atjzvSKFUnnP8Ok9afmNgY?j??ynbau Scale = 1:16.5 1 2 3 4 6 5 2x4 4x6 3x4 2x4 4x10 3-9-0 3-9-0 5-9-0 2-0-0 -0-10-8 0-10-8 3-9-0 3-9-0 5-9-0 2-0-0 0-7-51-10-54.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-6 2-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 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=303/Mechanical, 2=330/0-3-8 Max Horz 2=49(LC 3) Max Uplift5=-34(LC 3), 2=-56(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/21 BOT CHORD 2-6=-31/267, 5-6=-24/275 WEBS 3-5=-352/30 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 97 lb down and 84 lb up at 3-9-0 on top chord, and 77 lb down at 3-9-0 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=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-38(B) 3=-97(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349870 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-UnVLHTr1IWnvC1I9T9rU1?KTFoxLJx?WvClGYSynbat Scale = 1:61.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 6x6 4x10 4x6 3x12 4x6 4x10 4x6 4x6 4x10 2x4 8x10 5x8 3x8 2x4 4x6 2-4-0 2-4-0 8-3-8 5-11-9 14-3-1 5-11-9 22-9-0 8-6-0 33-3-0 10-6-0 -0-10-8 0-10-8 2-4-0 2-4-0 8-3-8 5-11-9 14-3-1 5-11-9 18-6-1 4-3-0 22-9-0 4-3-0 27-10-4 5-1-4 33-3-0 5-4-12 0-9-51-9-106-2-50-11-51-9-106.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [5:0-5-0,0-1-0], [10:0-7-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.60 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.98 0.06 0.30 (loc) 13 13 10 13 l/defl >999 >404 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except 2-0-0 oc purlins (4-1-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1320/0-5-8, 2=1390/0-5-8 Max Horz 2=57(LC 4) Max Uplift10=-55(LC 6), 2=-154(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2343/195, 3-17=-2016/182, 17-18=-2016/181, 4-18=-2018/181, 4-19=-6746/473, 19-20=-6744/473, 5-20=-6744/473, 5-6=-8029/617, 6-7=-1958/141, 7-8=-1944/146, 8-9=-2108/154, 9-10=-2195/126 BOT CHORD 2-16=-188/1908, 16-21=-498/5633, 21-22=-498/5633, 15-22=-498/5633, 15-23=-498/5633, 14-23=-498/5633, 14-24=-498/5633, 13-24=-498/5633, 12-13=-196/2941, 11-12=-196/2941, 10-11=-80/1819 WEBS 3-16=-25/1109, 4-16=-3724/316, 4-13=0/1144, 5-13=-3831/358, 6-13=-420/5471, 6-11=-1617/226, 7-11=-56/1405 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 0-6-0 oc, Except member 16-4 2x4 - 1 row at 0-9-0 oc, member 13-4 2x4 - 1 row at 0-9-0 oc, member 13-5 2x4 - 1 row at 0-9-0 oc, member 13-6 2x4 - 1 row at 0-9-0 oc, member 11-6 2x4 - 1 row at 0-9-0 oc, member 11-7 2x4 - 1 row at 0-9-0 oc, member 11-8 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) 10 except (jt=lb) 2=154. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349870 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yz3jVorf3pwmqBtM1sMjZCse?BHa2OFg8sUp4uynbas NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 40 lb up at 2-4-0, 32 lb down and 22 lb up at 4-4-12, 32 lb down and 22 lb up at 6-4-12, 32 lb down and 22 lb up at 8-4-12, and 32 lb down and 22 lb up at 10-4-12, and 32 lb down and 22 lb up at 11-10-5 on top chord, and 1 lb down and 1 lb up at 2-4-0, 0 lb down and 1 lb up at 4-4-12, 0 lb down and 1 lb up at 6-4-12, 0 lb down and 1 lb up at 8-4-12, and 0 lb down and 1 lb up at 10-4-12, and 0 lb down and 1 lb up at 11-10-5 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: 1-3=-60, 3-5=-60, 5-7=-60, 7-10=-60, 2-10=-20 Concentrated Loads (lb) Vert: 16=-1(B) 15=-0(B) 21=-0(B) 22=-0(B) 23=-0(B) 24=-0(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349871 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yz3jVorf3pwmqBtM1sMjZCsjyBOG2Yqg8sUp4uynbas Scale = 1:39.8 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 5x8 4x6 4x10 4x6 2x4 3x6 3x6 3x6 3x8 4x6 4x6 6-0-8 6-0-8 8-3-8 2-3-0 15-7-7 7-3-15 21-3-15 5-8-8 -0-10-8 0-10-8 6-0-8 6-0-8 10-9-15 4-9-8 15-7-7 4-9-8 21-3-15 5-8-8 22-6-7 1-2-8 0-9-53-7-143-9-90-11-53-7-146.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [3:0-4-0,0-1-15], [7:0-4-6,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.17 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.01 0.01 (loc) 9-10 9-10 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 3-1-3 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=348/0-3-8, 10=2000/0-9-15, 7=831/0-5-8 Max Horz 2=-33(LC 6) Max Uplift2=-78(LC 5), 10=-248(LC 4), 7=-152(LC 6) Max Grav 2=348(LC 1), 10=2033(LC 9), 7=835(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-64/443, 13-14=-63/440, 4-14=-63/437, 4-15=-942/198, 15-16=-938/197, 5-16=-937/197, 5-6=-1082/185, 6-7=-1155/168 BOT CHORD 10-17=-107/416, 17-18=-107/416, 18-19=-107/416, 9-19=-107/416, 7-9=-85/936 WEBS 3-10=-880/183, 4-10=-1238/308, 4-9=0/652 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) 2 except (jt=lb) 10=248, 7=152. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 313 lb down and 174 lb up at 6-0-8, 101 lb down and 71 lb up at 8-1-4, 101 lb down and 71 lb up at 10-1-4, 101 lb down and 71 lb up at 12-1-4, and 101 lb down and 71 lb up at 14-1-4, and 285 lb down and 166 lb up at 15-7-7 on top chord, and 195 lb down at 6-0-8, 72 lb down at 8-1-4, 72 lb down at 10-1-4, 72 lb down at 12-1-4, and 72 lb down at 14-1-4, and 179 lb down at 15-6-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349871 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-yz3jVorf3pwmqBtM1sMjZCsjyBOG2Yqg8sUp4uynbas LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-266(B) 5=-238(B) 12=-135(B) 10=-47(B) 9=-119(B) 13=-101(B) 14=-101(B) 15=-101(B) 16=-101(B) 17=-47(B) 18=-47(B) 19=-47(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349872 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Q9d5i8sHq72dRKRYaaty6QPm7bXknoOpMWENcKynbar Scale = 1:42.7 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 4x6 6x18 MT18HS 3x6 2x4 6x6 4x8 10x10 10x16 MT18HS 3x4 10x10 6x6 6x16 0-0-12 0-0-12 5-10-4 5-9-8 10-2-8 4-4-4 14-6-13 4-4-4 18-10-6 4-3-9 20-7-8 1-9-2 5-10-4 5-10-4 10-2-8 4-4-4 14-6-13 4-4-4 18-10-6 4-3-9 20-7-8 1-9-2 0-6-22-10-135-0-94-2-01.97 12 6.00 12 Plate Offsets (X,Y)-- [1:0-5-0,Edge], [6:Edge,0-1-12], [9:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.84 0.13 0.27 (loc) 11-12 11-12 7 11-12 l/defl >700 >292 n/a >908 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 240 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9,4-8,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.(lb/size) 7=5899/Mechanical, 1=4778/0-3-7 Max Horz 1=126(LC 13) Max Uplift7=-471(LC 5), 1=-512(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-18268/1936, 2-3=-15646/1527, 3-4=-10637/875, 4-5=-2380/178, 5-6=-2341/193, 6-7=-5970/469 BOT CHORD 1-13=-2009/17934, 13-14=-2009/17934, 14-15=-2009/17934, 12-15=-2009/17934, 12-16=-2009/17934, 16-17=-2009/17934, 11-17=-2009/17934, 11-18=-1592/15462, 10-18=-1592/15462, 10-19=-1592/15462, 9-19=-1592/15462, 9-20=-896/10171, 20-21=-896/10171, 8-21=-896/10171 WEBS 2-12=-159/1404, 2-11=-2539/435, 3-11=-266/2288, 3-9=-5392/740, 4-9=-413/5113, 4-8=-9330/844, 5-8=-140/1911, 6-8=-420/5318 NOTES- 1) 2-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: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) 7=471, 1=512. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349872 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:16 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Q9d5i8sHq72dRKRYaaty6QPm7bXknoOpMWENcKynbar NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 713 lb down and 66 lb up at 0-11-4, 639 lb down and 97 lb up at 2-11-4, 639 lb down and 97 lb up at 4-11-4, 639 lb down and 97 lb up at 6-11-4, 639 lb down and 97 lb up at 8-11-4, 639 lb down and 97 lb up at 10-11-4, 1286 lb down and 77 lb up at 12-11-4, 1286 lb down and 77 lb up at 14-11-4, and 1286 lb down and 77 lb up at 16-11-4, and 1286 lb down and 77 lb up at 18-11-4 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: 1-4=-60, 4-5=-60, 5-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1286(B) 13=-713(B) 14=-639(B) 15=-639(B) 16=-639(B) 17=-639(B) 18=-639(B) 19=-1286(B) 20=-1286(B) 21=-1286(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG12 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349873 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uMBUwUtwbRAU3U0k8HOBfdy5G?2bWRZzbAzw8mynbaq Scale = 1:30.7 1 2 3 4 7 6 58 5x12 2x4 4x6 4x6 4x8 3x8 0-0-12 0-0-12 2-10-2 2-9-6 9-1-1 6-2-15 12-9-0 3-7-15 2-10-2 2-10-2 9-1-1 6-2-15 12-9-0 3-7-15 0-6-20-11-114-1-31.97 12 6.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-0-2], [2:0-3-8,0-2-8], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.31 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.04 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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=911/Mechanical, 1=605/0-3-7 Max Horz 1=115(LC 5) Max Uplift5=-214(LC 5), 1=-76(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1770/224, 2-3=-833/158 BOT CHORD 1-7=-324/1721, 6-7=-298/1683, 6-8=-182/703, 5-8=-182/703 WEBS 2-6=-1014/124, 3-6=-166/741, 3-5=-1010/263 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 5=214. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 283 lb down and 172 lb up at 9-1-1, and 236 lb down and 65 lb up at 11-0-6 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=-60, 2-3=-60, 3-4=-60, 1-5=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG12 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349873 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uMBUwUtwbRAU3U0k8HOBfdy5G?2bWRZzbAzw8mynbaq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-283(F) 8=-236 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG13 Truss Type Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349874 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-uMBUwUtwbRAU3U0k8HOBfdy0S?04WSlzbAzw8mynbaq Scale = 1:25.1 1 2 3 4 5 7 6 8 9 4x8 4x6 3x6 3x6 2x4 3x4 4-11-4 4-11-4 8-11-4 4-0-0 13-10-8 4-11-4 -0-10-8 0-10-8 4-11-4 4-11-4 8-11-4 4-0-0 13-10-8 4-11-4 0-7-52-3-10-7-52-3-14.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-8], [3:0-5-4,0-2-0], [5:0-0-4,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.41 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.03 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except 2-0-0 oc purlins (4-2-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=852/0-3-8, 2=917/0-3-8 Max Horz 2=21(LC 3) Max Uplift5=-58(LC 4), 2=-91(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1879/123, 3-8=-1714/128, 4-8=-1714/128, 4-5=-1875/126 BOT CHORD 2-7=-93/1698, 7-9=-85/1715, 6-9=-85/1715, 5-6=-78/1698 WEBS 3-7=0/326, 4-6=0/321 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 209 lb down and 97 lb up at 4-11-4, and 65 lb down and 38 lb up at 7-0-0, and 209 lb down and 97 lb up at 8-11-4 on top chord, and 119 lb down at 4-11-4, and 48 lb down at 7-0-0, and 119 lb down at 8-10-8 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=-60, 3-4=-60, 4-5=-60, 2-5=-20 Concentrated Loads (lb) Vert: 3=-162(B) 4=-162(B) 7=-93(B) 6=-93(B) 8=-65(B) 9=-45(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG14 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349875 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MYls7quYMkILhebwi?vQBrU7MPPXFss6qqjUhDynbap Scale = 1:43.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 5x8 4x6 2x4 4x6 3x6 3x6 2x4 3x6 3x8 5-4-0 5-4-0 14-4-0 9-0-0 19-8-0 5-4-0 -1-2-8 1-2-8 5-4-0 5-4-0 14-4-0 9-0-0 19-8-0 5-4-0 20-10-8 1-2-8 2-8-55-2-105-4-52-8-55-2-106.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.20 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.01 0.10 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-8: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 11=1352/0-3-8, 7=1353/0-3-8 Max Horz 11=-88(LC 11) Max Uplift11=-818(LC 5), 7=-819(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1387/951, 3-12=-1214/887, 12-13=-1214/887, 13-14=-1214/887, 14-15=-1214/887, 4-15=-1214/887, 4-5=-1385/952, 2-11=-1336/850, 5-7=-1335/850 BOT CHORD 9-10=-845/1216, 9-16=-845/1216, 16-17=-845/1216, 17-18=-845/1216, 8-18=-845/1216 WEBS 4-8=-255/194, 2-10=-914/1333, 5-8=-915/1330 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; porch 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) 11=818, 7=819. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 140 lb up at 5-4-0, 83 lb down and 59 lb up at 7-4-12, 83 lb down and 59 lb up at 9-4-12, 83 lb down and 59 lb up at 10-3-4, and 83 lb down and 59 lb up at 12-3-4, and 231 lb down and 140 lb up at 14-4-0 on top chord, and 153 lb down and 249 lb up at 5-4-0, 63 lb down and 69 lb up at 7-4-12, 63 lb down and 69 lb up at 9-4-12, 63 lb down and 69 lb up at 10-3-4, and 63 lb down and 69 lb up at 12-3-4, and 153 lb down and 249 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG14 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349875 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:18 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MYls7quYMkILhebwi?vQBrU7MPPXFss6qqjUhDynbap LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=-184(F) 4=-184(F) 9=-31(F) 10=-83(F) 8=-83(F) 12=-83(F) 13=-83(F) 14=-83(F) 15=-83(F) 16=-31(F) 17=-31(F) 18=-31(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG15 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349876 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-MYls7quYMkILhebwi?vQBrUHEPQ3Fvm6qqjUhDynbap Scale = 1:30.7 1 2 3 4 6 5 7 8 9 10 2x4 4x6 3x4 2x4 3x4 2-6-0 2-6-0 9-1-8 6-7-8 -1-2-14 1-2-14 4-6-12 4-6-12 9-1-8 4-6-12 0-9-54-0-14.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.17 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 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=309/0-7-0, 2=193/0-4-9, 6=334/0-7-12 Max Horz 2=113(LC 3) Max Uplift5=-82(LC 3), 2=-81(LC 10), 6=-5(LC 3) Max Grav 5=309(LC 1), 2=196(LC 9), 6=350(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-9=-140/280, 9-10=-140/280, 5-10=-140/280 WEBS 3-6=-309/120, 3-5=-296/152 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 0 lb down and 20 lb up at 3-6-11, 2 lb down and 22 lb up at 3-6-11, and 25 lb down and 49 lb up at 6-4-10, and 32 lb down and 50 lb up at 6-4-10 on top chord, and 30 lb up at 3-6-11, 1 lb down and 1 lb up at 3-6-11, and 5 lb down and 3 lb up at 6-4-10, and 26 lb down at 6-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=-57(F=-25, B=-32) 9=28(F=29, B=-1) 10=-19(F=3, B=-22) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG16 Truss Type Hip Girder Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349877 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qkJELAuA72QCIoA7GiRfk21GJpap_DxG2US1Dfynbao Scale = 1:47.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 5x8 5x8 10x10 4x6 2x4 5x12 2x4 2x4 10x10 6-0-0 6-0-0 12-7-8 6-7-8 19-3-0 6-7-8 25-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-7-8 6-7-8 19-3-0 6-7-8 25-3-0 6-0-0 26-5-8 1-2-8 0-9-03-7-53-9-00-9-03-7-56.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-3-7], [3:0-4-0,0-1-15], [5:0-4-0,0-1-15], [6:0-0-13,0-3-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.90 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.08 0.13 (loc) 9 8-9 6 9 l/defl >999 >767 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except 2-0-0 oc purlins (3-0-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1861/0-3-8, 6=1891/0-3-8 Max Horz 2=37(LC 5) Max Uplift2=-247(LC 5), 6=-255(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3305/386, 3-12=-3981/532, 12-13=-3982/533, 13-14=-3985/533, 4-14=-3986/533, 4-15=-3986/533, 15-16=-3983/533, 16-17=-3982/532, 5-17=-3980/532, 5-6=-3368/400 BOT CHORD 2-11=-318/2804, 11-18=-325/2789, 10-18=-325/2789, 10-19=-325/2789, 19-20=-325/2789, 9-20=-325/2789, 9-21=-306/2844, 21-22=-306/2844, 22-23=-306/2844, 8-23=-306/2844, 6-8=-298/2860 WEBS 3-11=0/547, 3-9=-228/1387, 4-9=-900/356, 5-9=-216/1326, 5-8=0/577 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) 2=247, 6=255. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 294 lb down and 165 lb up at 6-0-0, 97 lb down and 69 lb up at 8-0-12, 97 lb down and 69 lb up at 10-0-12, 97 lb down and 69 lb up at 12-0-12, 97 lb down and 69 lb up at 14-0-12, 97 lb down and 69 lb up at 16-0-12, and 97 lb down and 69 lb up at 18-0-12, and 294 lb down and 165 lb up at 19-3-0 on top chord, and 188 lb down at 6-0-0, 71 lb down at 8-0-12, 71 lb down at 10-0-12, 71 lb down at 12-0-12, 71 lb down at 14-0-12, 71 lb down at 16-0-12, and 71 lb down at 18-0-12, and 188 lb down at 19-2-4 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG16 Truss Type Hip Girder Qty 2 Ply 1 McKenzie Patel Job Reference (optional) I34349877 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-qkJELAuA72QCIoA7GiRfk21GJpap_DxG2US1Dfynbao LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 3=-247(F) 5=-247(F) 11=-122(F) 8=-122(F) 12=-97(F) 13=-97(F) 14=-97(F) 15=-97(F) 16=-97(F) 17=-97(F) 18=-45(F) 19=-45(F) 20=-45(F) 21=-45(F) 22=-45(F) 23=-45(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG17 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349878 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JxscYWvouMY3wylJpQyuGFaTVCxZjc5PH8Cal5ynban Scale = 1:48.8 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 4x6 4x8 6x16 4x10 5x12 4x10 2x4 4x8 2x4 5x8 9-9-8 9-9-8 17-11-0 8-1-8 23-7-0 5-8-0 25-3-0 1-8-0 -1-2-8 1-2-8 4-11-3 4-11-3 9-9-8 4-10-5 17-11-0 8-1-8 23-7-0 5-8-0 25-3-0 1-8-0 26-5-8 1-2-8 0-9-01-5-55-7-120-9-01-5-56.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [6:0-8-0,0-2-15], [7:Edge,0-0-13], [10:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.79 0.80 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.75 0.06 0.22 (loc) 10-12 10-12 7 10-12 l/defl >999 >398 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP No.1 *Except* 7-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-12,6-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except 2-0-0 oc purlins (2-5-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 2=1080/0-3-8, 7=1080/0-3-8 Max Horz 2=56(LC 5) Max Uplift2=-85(LC 5), 7=-113(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/108, 3-4=-1409/98, 4-5=-1460/71, 5-13=-3971/232, 13-14=-3972/232, 6-14=-3974/232, 6-7=-2009/112 BOT CHORD 2-12=-82/1352, 11-12=-203/4047, 10-11=-203/4047, 10-15=-60/1710, 15-16=-60/1710, 9-16=-60/1710, 7-9=-65/1654 WEBS 4-12=0/801, 5-12=-2868/272, 5-10=-590/128, 6-10=-144/2304, 6-9=0/426 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) 2 except (jt=lb) 7=113. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 31 lb down and 20 lb up at 19-11-12, and 31 lb down and 20 lb up at 21-6-4, and 44 lb down and 20 lb up at 23-7-0 on top chord, and at 19-11-12, and at 21-6-4, and at 23-6-4 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG17 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349878 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JxscYWvouMY3wylJpQyuGFaTVCxZjc5PH8Cal5ynban LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-8=-60, 2-7=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG18 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349879 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JxscYWvouMY3wylJpQyuGFaXnCwpjkDPH8Cal5ynban Scale = 1:46.3 1 2 3 4 5 6 9 8 710 11 12 13 14 15 4x10 4x6 3x8 3x12 4x6 6x6 3x6 3x6 8-0-0 8-0-0 17-6-0 9-6-0 25-7-14 8-1-14 25-8-5 0-0-7 -0-10-8 0-10-8 8-0-0 8-0-0 12-9-0 4-9-0 17-6-0 4-9-0 25-8-5 8-2-5 0-7-04-5-54-7-00-5-134-5-56.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-11], [3:0-5-0,0-1-7], [6:0-8-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.85 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.38 0.05 0.15 (loc) 7-9 7-9 6 7-9 l/defl >999 >795 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 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) 6=1734/0-5-9, 2=2360/0-3-8 Max Horz 2=49(LC 5) Max Uplift6=-418(LC 6), 2=-436(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4186/793, 3-4=-3549/732, 4-5=-2912/836, 5-6=-3438/907 BOT CHORD 2-10=-665/3602, 10-11=-665/3602, 9-11=-665/3602, 8-9=-754/3431, 8-12=-754/3431, 12-13=-754/3431, 13-14=-754/3431, 14-15=-754/3431, 7-15=-754/3431, 6-7=-728/2952 WEBS 3-9=-318/1598, 4-9=-55/352, 4-7=-859/135, 5-7=-370/1230 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) 6=418, 2=436. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 408 lb down and 76 lb up at 4-0-12, 284 lb down and 41 lb up at 6-0-12, 284 lb down and 72 lb up at 8-0-12, 284 lb down and 72 lb up at 10-0-12, 284 lb down and 72 lb up at 12-0-12, 284 lb down and 72 lb up at 14-0-12, and 280 lb down and 71 lb up at 16-0-12, and 147 lb down and 727 lb up at 17-5-4 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG18 Truss Type Hip Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349879 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JxscYWvouMY3wylJpQyuGFaXnCwpjkDPH8Cal5ynban LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 9=-284 7=102(F) 10=-408(F) 11=-284 12=-284 13=-284 14=-284 15=-280 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG19 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349880 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-JxscYWvouMY3wylJpQyuGFac_C6Njn9PH8Cal5ynban Scale = 1:20.9 1 2 3 4 6 5 7 8 5x6 2x4 4x6 3x4 2x4 4-0-0 4-0-0 8-0-0 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-0-0 4-0-0 0-7-02-5-52-7-02-5-56.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.11 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6 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 SP No.1 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=428/Mechanical, 2=465/0-3-8 Max Horz 2=75(LC 5) Max Uplift5=-64(LC 6), 2=-74(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/59 BOT CHORD 2-6=-71/464, 6-8=-77/455, 5-8=-77/455 WEBS 3-6=0/275, 3-5=-483/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 156 lb down and 100 lb up at 4-0-0, and 46 lb down and 50 lb up at 6-0-12 on top chord, and 86 lb down at 4-0-0, and 36 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 3=-109(B) 6=-43(B) 7=-46(B) 8=-18(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG20 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349881 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-n7Q_lswQffgwY6KVN7T7pT6fWcFES74YWox8HYynbam Scale = 1:21.6 1 2 3 5 46 7 8 95x12 5x8 12x18 MT18HS 2x4 5x10 MT18HS 5-0-0 5-0-0 7-10-7 2-10-7 10-3-13 2-5-7 5-0-0 5-0-0 7-10-7 2-10-7 10-3-13 2-5-7 0-6-01-9-12-11-121.91 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-5,0-1-0], [2:1-4-0,0-6-0], [4:Edge,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) 0.70 0.90 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.31 0.02 0.07 (loc) 1-5 1-5 4 1-5 l/defl >766 >392 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 2-3: 2x6 SP No.1 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4945/0-3-7, 4=5916/Mechanical Max Horz 1=70(LC 5) Max Uplift1=-214(LC 5), 4=-301(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9433/397 BOT CHORD 1-6=-438/9291, 6-7=-438/9291, 7-8=-438/9291, 5-8=-438/9291, 5-9=-418/8631, 4-9=-418/8631 WEBS 2-5=-178/5327, 2-4=-9607/465 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-2-0 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) 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) except (jt=lb) 1=214, 4=301. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1974 lb down and 74 lb up at 1-7-15, 2038 lb down and 83 lb up at 3-7-15, 1958 lb down and 92 lb up at 5-7-15, and 1893 lb down and 99 lb up at 7-7-15, and 1995 lb down and 98 lb up at 9-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG20 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie Patel Job Reference (optional) I34349881 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:21 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-n7Q_lswQffgwY6KVN7T7pT6fWcFES74YWox8HYynbam 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, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1893(F) 6=-1974(F) 7=-2038(F) 8=-1958(F) 9=-1995(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss TG21 Truss Type Roof Special Girder Qty 1 Ply 3 McKenzie Patel Job Reference (optional) I34349882 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FJ_MzCx2Pzon9Gvixr_MMgfqt0gWBW9ilShhq_ynbal Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 1528 29 30 8x10 8x8 6x8 5x6 8x8 6x6 8x8 8x8 3x4 5x12 7x16 MT18HS3x6 6x10 4x10 8x8 4x6 6x6 8x8 6x10 6x8 4x6 5x12 5x6 4x6 6x8 6x18 MT18HS 6-4-14 6-4-14 10-5-7 4-0-9 14-7-11 4-2-5 18-8-14 4-1-3 22-3-12 3-6-14 26-11-4 4-7-8 31-6-11 4-7-8 39-6-0 7-11-5 41-7-11 2-1-11 47-6-11 5-11-0 -0-10-8 0-10-8 6-4-14 6-4-14 10-5-7 4-0-9 14-7-11 4-2-5 18-8-14 4-1-3 22-3-12 3-6-14 26-11-4 4-7-8 31-6-11 4-7-8 39-6-0 7-11-5 40-6-0 1-0-0 41-7-11 1-1-11 46-7-11 5-0-0 47-6-11 0-11-0 0-9-53-10-14-6-95-0-124-5-149-2-14-2-15-0-126.00 12 1.91 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-1], [3:0-5-0,0-3-10], [4:0-3-8,0-2-0], [12:0-3-6,Edge], [20:0-3-8,0-4-0], [25:0-3-8,0-5-12], [26:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.58 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.51 -1.20 0.16 0.36 (loc) 23 23 15 23 l/defl >999 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 1117 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-26,4-25,7-22,7-20,8-20,9-19,10-19,13-16: 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 (4-6-15 max.): 3-6, 10-11, 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=8658/0-3-8, 15=4359/Mechanical Max Horz 2=167(LC 12) Max Uplift2=-856(LC 5), 15=-286(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17702/1710, 3-4=-24122/2218, 4-5=-29602/2595, 5-6=-27050/2318, 6-7=-21447/1805, 7-8=-12754/1071, 8-9=-7802/679, 9-10=-7875/682, 10-11=-6733/501, 11-12=-6041/444, 12-13=-5719/417 BOT CHORD 2-27=-1538/15518, 27-28=-1531/15472, 28-29=-1531/15472, 26-29=-1531/15472, 26-30=-2218/24119, 25-30=-2218/24119, 24-25=-2595/29602, 23-24=-2595/29602, 22-23=-2309/26948, 21-22=-1745/20897, 20-21=-1745/20897, 19-20=-894/11376, 18-19=-439/6834, 17-18=-439/6834, 16-17=-394/6309, 15-16=-55/814 WEBS 3-27=-157/1063, 3-26=-893/11249, 4-26=-4838/395, 4-25=-481/6986, 6-23=-259/2390, 6-22=-8196/765, 7-22=-500/6018, 7-20=-12591/1126, 8-20=-660/7987, 8-19=-7451/715, 9-19=-509/6500, 10-19=-78/444, 10-17=-2570/282, 11-17=-175/2343, 11-16=-1895/136, 12-16=-2047/187, 13-16=-426/6400, 13-15=-4132/293, 5-25=-261/1856, 5-23=-3509/451 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 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 25-5 2x4 - 2 rows staggered 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=856, 15=286. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss TG21 Truss Type Roof Special Girder Qty 1 Ply 3 McKenzie Patel Job Reference (optional) I34349882 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:22 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-FJ_MzCx2Pzon9Gvixr_MMgfqt0gWBW9ilShhq_ynbal NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 891 lb down and 226 lb up at 6-9-3, 701 lb down and 66 lb up at 8-8-8, 801 lb down and 71 lb up at 10-8-8, and 901 lb down and 76 lb up at 12-8-8, and 5879 lb down and 483 lb up at 14-7-11 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: 1-3=-60, 3-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 2-15=-20 Concentrated Loads (lb) Vert: 26=-801(B) 25=-5879(B) 28=-891(B) 29=-701(B) 30=-901(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B17701086 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349883 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jVYlAYygAHwenPUuVYVbuuByBQ12wA7rz6QEMQynbak Scale = 1:28.2 1 2 3 4 7 6 53x6 6x8 4x6 2x4 2x4 2x4 2x4 0-1-8 0-1-8 9-11-7 9-9-14 15-0-2 5-0-11 9-11-7 9-11-7 13-3-4 3-3-13 15-0-2 1-8-14 0-0-41-7-103-3-82-5-11.97 12 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.56 0.11 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-10-9. (lb) - Max Horz 1=76(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 1=273(LC 1), 7=610(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-413/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349884 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jVYlAYygAHwenPUuVYVbuuB2MQ6awAkrz6QEMQynbak Scale = 1:20.8 1 2 3 4 7 6 53x4 4x8 4x6 2x4 2x4 2x4 2x4 0-1-8 0-1-8 6-10-0 6-8-8 10-11-0 4-1-0 6-10-0 6-10-0 9-2-2 2-4-2 10-11-0 1-8-14 0-0-41-1-72-3-81-5-11.97 12 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 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.All bearings 10-9-8. (lb) - Max Horz 1=45(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-264/131 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349885 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-jVYlAYygAHwenPUuVYVbuuB7gQ4UwBnrz6QEMQynbak Scale = 1:11.0 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 4-3-14 4-3-6 2-7-0 2-7-0 4-3-14 1-8-14 0-0-41-3-80-5-16.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=148/4-3-6, 3=148/4-3-6 Max Horz 1=10(LC 5) Max Uplift1=-8(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349886 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Bi67OtyJxa2UPZ342F0qR5kFxqPSfdS?CmAousynbaj Scale = 1:44.5 1 2 3 4 5 6 11 10 9 8 73x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 22-1-0 22-1-0 9-5-0 9-5-0 12-8-0 3-3-0 22-1-0 9-5-0 0-1-64-8-34-9-140-1-64-8-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.42 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud OTHERS 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-1-0. (lb) - Max Horz 1=-43(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 11, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=337(LC 11), 9=336(LC 10), 11=426(LC 1), 7=425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-323/159, 5-7=-321/159 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349887 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Bi67OtyJxa2UPZ342F0qR5kD6qO0fdq?CmAousynbaj Scale = 1:31.4 1 2 3 4 5 9 8 7 63x6 4x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 18-6-1 18-6-1 18-6-9 0-0-8 5-7-12 5-7-12 12-10-12 7-3-0 18-6-9 5-7-12 0-0-42-8-12-9-140-0-42-8-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.45 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud *Except* 1-7: 2x4 SPF No.2 OTHERS 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-9. (lb) - Max Horz 1=-24(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=392(LC 1), 8=281(LC 11), 9=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-271/91, 2-9=-252/85 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) 1, 5, 6, 8, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349888 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fugVbDzxiuAL0jdHczX3zJHGEDl8O5G8RQvLRJynbai Scale = 1:19.3 1 2 3 3x8 3x6 3x4 8-3-11 8-3-11 0-0-42-6-23.63 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=285/8-2-13, 3=285/8-2-13 Max Horz 1=67(LC 4) Max Uplift1=-14(LC 4), 3=-35(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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349889 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fugVbDzxiuAL0jdHczX3zJHNjDmuO5G8RQvLRJynbai Scale = 1:12.3 1 2 3 2x4 2x4 2x4 4-11-15 4-11-15 0-0-41-6-23.63 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.35 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: 10 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 4-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=152/4-11-2, 3=152/4-11-2 Max Horz 1=36(LC 4) Max Uplift1=-8(LC 4), 3=-19(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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349890 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fugVbDzxiuAL0jdHczX3zJHLnDliO5G8RQvLRJynbai Scale = 1:18.3 1 2 3 2x4 2x4 2x4 4-11-14 4-11-14 0-0-42-5-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.42 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: 11 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 4-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=168/4-11-6, 3=168/4-11-6 Max Horz 1=65(LC 6) Max Uplift3=-31(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349891 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-fugVbDzxiuAL0jdHczX3zJHPGDoTO5G8RQvLRJynbai Scale = 1:15.3 1 2 3 2x4 2x4 2x4 3-11-14 3-11-14 0-0-41-11-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.24 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: 9 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 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=128/3-11-6, 3=128/3-11-6 Max Horz 1=50(LC 6) Max Uplift3=-24(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349892 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-74EtpZ_ZTCICetCTAg3IWWpeIdAi7YWIg4fvzlynbah Scale = 1:12.3 1 2 3 2x4 2x4 2x4 2-11-14 2-11-14 0-0-41-5-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.19 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: 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 2-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=88/2-11-6, 3=88/2-11-6 Max Horz 1=34(LC 6) Max Uplift3=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349893 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-74EtpZ_ZTCICetCTAg3IWWpgNdB_7YWIg4fvzlynbah Scale = 1:9.3 1 2 3 2x4 5x6 1-11-14 1-11-14 0-0-40-11-156.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.03 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: 4 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 1-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=48/1-11-6, 3=48/1-11-6 Max Horz 1=19(LC 6) Max Uplift3=-9(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349894 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-74EtpZ_ZTCICetCTAg3IWWpamd8b7XxIg4fvzlynbah Scale = 1:38.9 1 2 3 4 7 6 53x4 4x6 2x4 2x4 2x4 2x4 2x4 10-11-14 10-11-14 10-0-8 10-0-8 10-11-14 0-11-6 0-0-45-0-44-8-136.00 12 3.63 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-11-6. (lb) - Max Horz 1=141(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=465(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-341/204 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, 6, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349895 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bHoF0v?BEVQ3G1nfkOaX3kMns1V8s_hRujOSVBynbag Scale = 1:32.5 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 8-11-14 8-11-14 8-0-8 8-0-8 8-11-14 0-11-6 0-0-44-0-43-8-136.00 12 3.63 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-11-6. (lb) - Max Horz 1=110(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=351(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-265/172 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, 6, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349896 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-bHoF0v?BEVQ3G1nfkOaX3kMjA1O4s_FRujOSVBynbag Scale = 1:25.5 1 2 3 5 43x6 4x8 2x4 2x4 2x4 6-11-14 6-11-14 6-0-8 6-0-8 6-11-14 0-11-6 0-0-43-0-42-8-136.00 12 3.63 12 Plate Offsets (X,Y)-- [2:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.56 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=172/6-11-6, 4=-175/6-11-6, 5=500/6-11-6 Max Horz 1=79(LC 6) Max Uplift4=-192(LC 10), 5=-63(LC 6) Max Grav 1=173(LC 10), 4=23(LC 6), 5=500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-327/210 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 except (jt=lb) 4=192. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349897 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-4TLeDF?p?pYwtBMrH55mbxvzaRrBbSVa7N8?1eynbaf Scale: 1"=1' 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 0-0-8 0-0-8 2-11-0 2-10-8 4-11-14 2-0-14 2-11-0 2-11-0 4-11-14 2-0-14 0-0-41-5-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.12 0.03 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: 11 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 4-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=96/4-11-6, 4=69/4-11-6, 5=173/4-11-6 Max Horz 1=36(LC 6) Max Uplift1=-3(LC 6), 4=-12(LC 4), 5=-5(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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349898 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-4TLeDF?p?pYwtBMrH55mbxvsORlMbS0a7N8?1eynbaf Scale = 1:16.8 1 2 3 3x4 3x4 3x4 6-11-10 6-11-10 0-0-42-1-43.63 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.49 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=231/6-10-12, 3=231/6-10-12 Max Horz 1=54(LC 4) Max Uplift1=-12(LC 4), 3=-28(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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349899 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-4TLeDF?p?pYwtBMrH55mbxvz2RqjbS0a7N8?1eynbaf Scale = 1:9.9 1 2 3 2x4 2x4 2x4 3-7-14 3-7-14 0-0-41-1-43.63 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.15 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 3-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=99/3-7-1, 3=99/3-7-1 Max Horz 1=24(LC 4) Max Uplift1=-5(LC 4), 3=-12(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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349900 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Yfv0Rb0Rm7gnVKx2rpc?89R3gr6qKvGkM1tZa4ynbae Scale = 1:22.8 1 2 33x6 5x6 2x4 5-8-10 5-8-10 6-0-15 0-4-5 0-0-42-10-52-8-26.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=212/6-0-7, 3=212/6-0-7 Max Horz 1=82(LC 6) Max Uplift3=-39(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 Job B17701086 Truss V19 Truss Type Valley Qty 1 Ply 1 McKenzie Patel Job Reference (optional) I34349901 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Aug 15 12:54:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:CEuqc7_6VX2rPZi213Y_20yigU4-Yfv0Rb0Rm7gnVKx2rpc?89R5ur8AKvGkM1tZa4ynbae Scale = 1:14.5 1 2 3 2x4 5x6 2x4 3-8-10 3-8-10 4-0-15 0-4-5 0-0-41-10-51-8-26.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.26 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: 9 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 4-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=132/4-0-7, 3=132/4-0-7 Max Horz 1=51(LC 6) Max Uplift3=-24(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. August 15,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.