Loading...
HomeMy WebLinkAbout208JGB - TrussesRe: 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: I34092727 thru I34092826 My license renewal date for the state of Indiana is July 31, 2020. B18802171 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: Wedgewood 208 Jacksons Grant 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 24,2018 Job B18802171 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092727 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-2KX8lMXrx5eyEMNU7yjZ36DKtyCWYFJHJ1clqqyusSG Scale = 1:42.8 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 5-7-6 5-7-6 -2-0-15 2-0-15 5-7-6 5-7-6 1-11-85-9-35-5-110-3-85-9-38.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.16 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.03 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 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 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=373/0-3-8, 4=184/0-1-8 Max Horz 5=201(LC 5) Max Uplift5=-108(LC 5), 4=-192(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/60 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 5 and 192 lb uplift at joint 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 70 lb up at 2-3-6, and 61 lb down and 27 lb up at 3-2-13 on top chord, and 3 lb down and 32 lb up at 2-3-6, and 4 lb down and 145 lb up at 3-2-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(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. July 24,2018 Job B18802171 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092728 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-2KX8lMXrx5eyEMNU7yjZ36DJGyBwYGfHJ1clqqyusSG Scale = 1:35.4 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 4-1-9 4-1-9 -2-0-15 2-0-15 4-1-9 4-1-9 2-5-85-3-24-11-100-3-85-3-28.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.20 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=272/0-3-8, 4=93/0-1-8 Max Horz 5=157(LC 4) Max Uplift5=-336(LC 3), 4=-235(LC 4) Max Grav 5=272(LC 1), 4=137(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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 336 lb uplift at joint 5 and 235 lb uplift at joint 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 117 lb up at 0-9-8, and 87 lb down and 108 lb up at 1-8-15 on top chord, and 4 lb down and 145 lb up at 0-9-8, and 10 lb down and 297 lb up at 1-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=39(F) 7=36(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. July 24,2018 Job B18802171 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092729 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-WW4WyiYTiPmpsWyggfEobKmUVLZlHifRYhLIMHyusSF Scale = 1:35.4 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 4-1-9 4-1-9 -2-0-15 2-0-15 4-1-9 4-1-9 2-5-85-3-24-11-100-3-85-3-28.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.23 0.07 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=341/0-3-8, 4=91/0-1-8 Max Horz 5=177(LC 5) Max Uplift5=-98(LC 5), 4=-111(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-302/0 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 5 and 111 lb uplift at joint 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 3 lb up at -2-0-15, and 64 lb down and 117 lb up at 0-9-8 on top chord, and 4 lb down and 145 lb up at 0-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-30(F) 6=39(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. July 24,2018 Job B18802171 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092730 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-WW4WyiYTiPmpsWyggfEobKmUsLYGHgYRYhLIMHyusSF Scale = 1:55.3 1 2 3 4 7 6 5 8 9 10 11 12 13 2x4 4x6 2x4 8x8 3x6 4x6 2-8-10 2-8-10 7-8-12 5-0-3 -2-0-15 2-0-15 2-8-10 2-8-10 7-8-12 5-0-3 1-10-107-1-95-4-151-8-105-8-71-5-28.14 12 8.14 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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 0.16 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.01 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: 62 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) 7=472/0-7-6, 5=410/0-1-8 Max Horz 7=248(LC 5) Max Uplift7=-175(LC 5), 5=-390(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-444/339, 2-3=-430/419 BOT CHORD 6-7=-273/35, 6-11=-438/305, 11-12=-438/304, 12-13=-437/304, 5-13=-437/304 WEBS 2-6=-289/323, 3-6=-283/198, 3-5=-321/465 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 7, 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 175 lb uplift at joint 7 and 390 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 75 lb up at 2-10-11, 59 lb down and 69 lb up at 3-4-8, and 52 lb down and 95 lb up at 5-4-3, and 76 lb down and 120 lb up at 6-9-12 on top chord, and 9 lb down and 88 lb up at 2-8-10, 14 lb down and 52 lb up at 3-4-8, and 18 lb down and 95 lb up at 5-4-3, and 75 lb down and 33 lb up at 6-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 6-7=-20, 5-6=-20 Concentrated Loads (lb) Vert: 6=5(B) 10=-76(F) 11=-14(F) 12=-9(B) 13=-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. July 24,2018 Job B18802171 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092731 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-_ievA2Z5TjugUgXtEMm18XIhmlwZ0A0amL5rujyusSE Scale = 1:19.6 1 2 3 4 2x4 3x4 2x4 2-11-1 2-11-1 -0-11-3 0-11-3 2-11-1 2-11-1 0-8-42-8-02-4-80-3-82-8-08.14 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 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=183/0-3-8, 4=92/0-1-8 Max Horz 2=68(LC 5) Max Uplift2=-39(LC 6), 4=-15(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 2 and 15 lb uplift at joint 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. July 24,2018 Job B18802171 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092732 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-_ievA2Z5TjugUgXtEMm18XIcHlv30AHamL5rujyusSE Scale = 1:30.7 1 2 3 7 6 4 5 3x6 3x6 2x4 2x4 -2-0-15 2-0-15 2-0-0 2-0-0 4-5-13 2-5-13 1-5-84-6-01-8-32-8-132-9-138.14 12 8.14 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 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 -0.02 0.01 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=442/0-3-15, 4=108/Mechanical, 5=11/Mechanical Max Horz 7=172(LC 5) Max Uplift7=-97(LC 5), 4=-136(LC 5), 5=-21(LC 6) Max Grav 7=442(LC 1), 4=108(LC 1), 5=41(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-426/110 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 7, 136 lb uplift at joint 4 and 21 lb uplift at joint 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 7 lb up at -2-0-15, and 41 lb down and 83 lb up at 2-0-10, and 38 lb down and 83 lb up at 4-5-1 on top chord, and 4 lb down and 61 lb up at 2-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 1=-80(F) 4=-38(F) 6=6(F) 3=27(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. July 24,2018 Job B18802171 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092733 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-SvCHNOZkE00X5q53o4HGhlrkS9CFlbTj??qPR9yusSD Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 12 2322 21 20 19 18 17 16 15 14 13 3x4 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-0 12-11-0 -1-2-8 1-2-8 7-6-8 7-6-8 12-11-0 5-4-8 1-3-810-1-13-9-1314.00 12 Plate Offsets (X,Y)-- [8:Edge,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) 0.52 0.26 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 13 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 98 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 *Except* 8-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-17 REACTIONS.All bearings 12-11-0. (lb) - Max Horz 23=299(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 17, 18, 19, 20, 21, 16, 15, 14 except 23=-514(LC 4), 22=-450(LC 5) Max Grav All reactions 250 lb or less at joint(s) 13, 18, 19, 20, 21, 16, 15, 14 except 23=634(LC 5), 17=384(LC 7), 22=371(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-404/353, 2-3=-451/394, 3-4=-285/273, 4-5=-238/266, 5-6=-189/257, 6-7=-141/281, 7-8=-85/320, 8-9=-58/320, 9-10=-56/281 WEBS 8-17=-421/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 17, 18, 19, 20, 21, 16, 15, 14 except (jt=lb) 23=514, 22=450. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092734 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-w5mfbkaM?K8Oj_gFMnoVDyOxcZa4U4ctEfayzcyusSC Scale = 1:55.3 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 7-0-0 7-0-0 1-0-36-10-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 0.00 (loc) 1 1 8 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-0-0. (lb) - Max Horz 13=234(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 8, 9, 10 except 12=-180(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 8, 9, 10, 11, 12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 9, 10 except (jt=lb) 12=180. 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. July 24,2018 Job B18802171 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092735 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-w5mfbkaM?K8Oj_gFMnoVDyOynZarU4WtEfayzcyusSC Scale = 1:25.5 1 2 5 3 4 3x4 3x6 2-6-2 2-6-2 -1-2-8 1-2-8 2-6-2 2-6-2 1-6-33-7-53-1-83-7-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=197/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=128(LC 6) Max Uplift3=-56(LC 6), 4=-19(LC 6) Max Grav 5=197(LC 1), 3=48(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092736 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-w5mfbkaM?K8Oj_gFMnoVDyOynZarU4WtEfayzcyusSC Scale = 1:25.5 1 2 5 3 4 3x4 3x6 2-6-2 2-6-2 -1-2-8 1-2-8 2-6-2 2-6-2 1-6-33-7-53-1-83-7-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=197/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=128(LC 6) Max Uplift3=-56(LC 6), 4=-19(LC 6) Max Grav 5=197(LC 1), 3=48(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092737 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-PHK1o4b_leGFL7FSvVJkmAwAHzuKDVJ0TJJWV2yusSB Scale = 1:29.3 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-11-1 0-11-1 -1-2-8 1-2-8 1-11-1 1-11-1 1-11-84-2-73-7-54-2-714.00 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 0.28 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=183/0-3-8, 3=22/Mechanical, 4=18/Mechanical Max Horz 6=159(LC 6) Max Uplift3=-20(LC 7), 4=-135(LC 6) Max Grav 6=183(LC 1), 3=25(LC 4), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-274/3 WEBS 2-5=-8/402 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=135. 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. July 24,2018 Job B18802171 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092738 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-PHK1o4b_leGFL7FSvVJkmAwAHzuKDVJ0TJJWV2yusSB Scale = 1:29.3 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-11-1 0-11-1 -1-2-8 1-2-8 1-11-1 1-11-1 1-11-84-2-73-7-54-2-714.00 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 0.28 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=183/0-3-8, 3=22/Mechanical, 4=18/Mechanical Max Horz 6=159(LC 6) Max Uplift3=-20(LC 7), 4=-135(LC 6) Max Grav 6=183(LC 1), 3=25(LC 4), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-274/3 WEBS 2-5=-8/402 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=135. 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. July 24,2018 Job B18802171 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092739 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-tUuP0QccWxO6yHqeTCqzINTLRMGuyz6Ahz331UyusSA Scale = 1:22.5 1 2 6 5 3 4 2x4 3x6 2x4 0-10-0 0-10-0 1-3-10 0-5-10 -1-2-8 1-2-8 1-3-10 1-3-10 2-0-33-1-32-7-63-1-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.14 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 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=-14/Mechanical, 4=11/Mechanical Max Horz 6=106(LC 6) Max Uplift3=-14(LC 1), 4=-138(LC 6) Max Grav 6=175(LC 1), 3=26(LC 6), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-6/308 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=138. 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. July 24,2018 Job B18802171 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092740 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-tUuP0QccWxO6yHqeTCqzINTLRMGuyz6Ahz331UyusSA Scale = 1:22.5 1 2 6 5 3 4 2x4 3x6 2x4 0-10-0 0-10-0 1-3-10 0-5-10 -1-2-8 1-2-8 1-3-10 1-3-10 2-0-33-1-32-7-63-1-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.14 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 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=-14/Mechanical, 4=11/Mechanical Max Horz 6=106(LC 6) Max Uplift3=-14(LC 1), 4=-138(LC 6) Max Grav 6=175(LC 1), 3=26(LC 6), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-6/308 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=138. 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. July 24,2018 Job B18802171 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092741 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-tUuP0QccWxO6yHqeTCqzINTLxMFwyxSAhz331UyusSA Scale = 1:26.3 1 2 6 5 3 4 2x4 3x6 2x4 0-9-0 0-9-0 1-0-12 0-3-12 -1-2-8 1-2-8 1-0-12 1-0-12 2-5-83-8-63-1-43-8-614.00 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 0.20 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=178/0-3-8, 3=-34/Mechanical, 4=9/Mechanical Max Horz 6=136(LC 6) Max Uplift6=-11(LC 4), 3=-34(LC 1), 4=-291(LC 6) Max Grav 6=179(LC 6), 3=64(LC 6), 4=18(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-414/21 WEBS 2-5=-14/580 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=291. 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. July 24,2018 Job B18802171 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092742 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-LgSoDmdEHFWzaRPq1wLCrb0O3mbAhRFJwdocawyusS9 Scale = 1:27.5 1 2 5 3 4 3x8 3x8 0-5-8 0-5-8 -1-2-8 1-2-8 1-8-11 1-8-11 1-10-103-10-130-7-23-3-112-5-11-5-1214.00 12 14.00 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) 0.68 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 1-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=182/0-5-8, 3=17/Mechanical, 4=8/Mechanical Max Horz 5=153(LC 6) Max Uplift3=-68(LC 6), 4=-80(LC 6) Max Grav 5=182(LC 1), 3=21(LC 4), 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. July 24,2018 Job B18802171 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092743 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-LgSoDmdEHFWzaRPq1wLCrb0VamYfhRFJwdocawyusS9 Scale = 1:37.5 1 2 6 57 3 4 2x4 4x6 4x6 0-5-8 0-5-8 1-8-3 1-2-11 3-1-14 1-5-11 -1-2-8 1-2-8 1-8-3 1-8-3 3-1-14 1-5-11 1-10-105-6-134-1-114-11-111-5-214.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-10] 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) 0.19 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.02 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=240/0-5-8, 3=69/Mechanical, 4=34/Mechanical Max Horz 6=203(LC 6) Max Uplift3=-77(LC 6), 4=-80(LC 6) Max Grav 6=240(LC 1), 3=69(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-317/19, 5-7=-22/258 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. July 24,2018 Job B18802171 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092744 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ps0AQ6ds2ZeqCb_1bdsROoYcfAs8QuVS9HYA6NyusS8 Scale = 1:48.9 1 2 3 7 6 4 5 2x4 3x4 4x6 3x6 0-5-8 0-5-8 2-2-1 1-8-9 6-2-7 4-0-6 -1-2-8 1-2-8 2-2-1 2-2-1 6-2-7 4-0-6 1-5-56-7-50-5-136-1-95-2-31-5-210.00 12 10.00 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 0.47 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.19 0.12 0.14 (loc) 5-6 5-6 5 5-6 l/defl >999 >371 n/a >524 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 *Except* 6-7: 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) 7=356/0-5-8, 4=151/Mechanical, 5=85/Mechanical Max Horz 7=224(LC 6) Max Uplift4=-102(LC 6), 5=-18(LC 6) Max Grav 7=356(LC 1), 4=151(LC 1), 5=124(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-284/92 BOT CHORD 6-7=-281/20 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092745 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ps0AQ6ds2ZeqCb_1bdsROoYhwAxlQuVS9HYA6NyusS8 Scale = 1:29.5 1 2 3 7 6 4 5 2x4 2x4 4x6 3x4 0-5-8 0-5-8 2-2-1 1-8-9 3-4-13 1-2-12 -1-2-8 1-2-8 2-2-1 2-2-1 3-4-13 1-2-12 1-5-54-3-52-10-33-9-81-5-210.00 12 10.00 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) 0.16 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=247/0-5-8, 4=73/Mechanical, 5=48/Mechanical Max Horz 7=152(LC 6) Max Uplift4=-49(LC 6), 5=-32(LC 6) Max Grav 7=247(LC 1), 4=73(LC 1), 5=81(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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss J12 Truss Type JACK-OPEN Qty 5 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092746 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ps0AQ6ds2ZeqCb_1bdsROoYimAy8QueS9HYA6NyusS8 Scale = 1:31.4 1 5 4 2 3 2x4 3x6 2x4 1-6-0 1-6-0 2-7-14 2-7-14 1-5-84-6-111-9-103-11-92-9-214.00 12 14.00 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) 0.10 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 4 4-5 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=98/0-3-8, 2=73/Mechanical, 3=24/Mechanical Max Horz 5=109(LC 6) Max Uplift2=-75(LC 6), 3=-40(LC 6) Max Grav 5=98(LC 1), 2=73(LC 1), 3=49(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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. July 24,2018 Job B18802171 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092747 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-H2ZYeReUpsngqlZD8LOgw05oRaH89LlcNwHjepyusS7 Scale = 1:21.3 1 2 5 3 4 3x6 3x6 -1-2-8 1-2-8 1-2-14 1-2-14 1-5-82-10-141-9-102-3-121-1-414.00 12 14.00 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) 0.43 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.02 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=175/0-3-8, 3=-9/Mechanical, 4=2/Mechanical Max Horz 5=128(LC 6) Max Uplift3=-41(LC 6), 4=-56(LC 6) Max Grav 5=175(LC 1), 3=18(LC 4), 4=18(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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. July 24,2018 Job B18802171 Truss M01 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092748 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-H2ZYeReUpsngqlZD8LOgw05mtaET9JQcNwHjepyusS7 Scale = 1:75.9 1 2 3 4 6 5 3x6 4x6 3x4 3x8 6x6 7-8-0 7-8-0 -1-2-8 1-2-8 3-0-0 3-0-0 7-8-0 4-8-0 1-5-810-4-1410-1-60-3-810-4-1414.00 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) 0.53 0.34 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.28 0.00 0.05 (loc) 5-6 5-6 5 5-6 l/defl >783 >315 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size) 6=384/0-5-8, 5=288/0-1-8 Max Horz 6=315(LC 5) Max Uplift6=-47(LC 4), 5=-175(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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) 6 except (jt=lb) 5=175. 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. July 24,2018 Job B18802171 Truss M02 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092749 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-lF7wrnf7aAvXRv8Pi2vvTDdx?_SwucElca1GAFyusS6 Scale = 1:119.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 3x6 4x8 5x8 3x6 3x6 4x6 3x6 10x10 3x6 3x6 3x6 9-0-0 9-0-0 18-0-0 9-0-0 6-1-3 6-1-3 11-10-13 5-9-11 18-0-0 6-1-3 0-10-1415-10-146-1-1215-10-1410.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.83 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.45 0.66 0.06 (loc) 6-7 6-7 11 6-7 l/defl >825 >473 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,1-9,2-9: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 5-11 REACTIONS.(lb/size) 9=841/0-5-8, 11=864/0-3-0 Max Horz 9=365(LC 6) Max Uplift11=-244(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-460/110, 2-3=-797/0, 3-4=-594/0, 6-10=-158/745, 5-10=-158/745, 1-9=-390/102 BOT CHORD 9-12=-167/645, 12-13=-167/645, 8-13=-167/645, 7-8=-167/645, 7-14=-96/350, 14-15=-96/350, 6-15=-96/350 WEBS 2-7=-252/218, 4-7=-85/662, 4-6=-679/237, 2-9=-513/0, 5-11=-865/244 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=244. 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. July 24,2018 Job B18802171 Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092750 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-lF7wrnf7aAvXRv8Pi2vvTDdyA_aQumqlca1GAFyusS6 Scale = 1:60.8 1 2 3 5 4 2x4 2x4 3x6 4x6 -1-2-8 1-2-8 6-0-0 6-0-0 1-3-88-3-88-0-00-3-88-3-814.00 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) 0.49 0.35 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. REACTIONS.(lb/size) 5=319/0-5-8, 4=219/0-1-8 Max Horz 5=291(LC 6) Max Uplift4=-179(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 BOT CHORD 4-5=-350/17 WEBS 2-4=-17/356 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=179. 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. July 24,2018 Job B18802171 Truss M04 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092751 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-DRhI37glLU1O32jbGlQ8?RA7wNwfdDbvrEmqjiyusS5 Scale = 1:75.4 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 3-3-810-3-810-0-00-3-810-3-814.00 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) 0.49 0.35 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 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 9-4-1 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=319/0-5-8, 4=219/0-1-8 Max Horz 5=322(LC 6) Max Uplift4=-287(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 BOT CHORD 4-5=-381/31 WEBS 2-4=-36/433 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=287. 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. July 24,2018 Job B18802171 Truss M05 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092752 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-DRhI37glLU1O32jbGlQ8?RA7INwud9ivrEmqjiyusS5 Scale = 1:105.7 1 23 4 7 6 5 8 9 10 3x6 6x16 3x4 2x4 2x4 3x8 3x6 3x6 6-0-0 6-0-0 12-6-8 6-6-8 6-0-0 6-0-0 12-6-8 6-6-8 4-8-015-1-711-1-1215-1-710.00 12 Plate Offsets (X,Y)-- [4:0-7-0,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) 0.47 0.34 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.16 0.37 0.03 (loc) 5-6 5-6 9 5 l/defl >999 >925 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7,1-6: 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 9-6-11 oc bracing. WEBS 1 Row at midpt 2-6, 4-6 REACTIONS.(lb/size) 7=523/Mechanical, 9=600/0-3-0 Max Horz 7=377(LC 6) Max Uplift9=-289(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/0, 2-3=-432/99, 3-4=-412/141, 1-7=-484/0 BOT CHORD 6-7=-372/64 WEBS 2-6=-435/290, 4-6=-388/522, 1-6=0/267, 4-9=-603/296 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=289. 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. July 24,2018 Job B18802171 Truss M06 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092753 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-DRhI37glLU1O32jbGlQ8?RA7INwudDzvrEmqjiyusS5 Scale: 3/16"=1' 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 5-10-8 5-10-8 1-11-88-9-128-6-40-3-88-9-1214.00 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) 0.47 0.34 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >460 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 5=314/0-3-8, 4=213/0-1-8 Max Horz 5=297(LC 6) Max Uplift4=-211(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/0 BOT CHORD 4-5=-355/21 WEBS 2-4=-22/372 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=211. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. July 24,2018 Job B18802171 Truss M07 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092754 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-hdFhGTgN6n9FhCHoqTxNYejKunHJMh724uWNF8yusS4 Scale = 1:43.6 1 2 3 5 4 2x4 2x4 3x6 3x4 5-2-8 5-2-8 -1-2-8 1-2-8 5-2-8 5-2-8 1-6-35-10-45-6-120-3-85-10-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.26 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >673 n/a **** 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=289/0-3-8, 4=185/0-1-8 Max Horz 5=196(LC 6) Max Uplift4=-107(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) except (jt=lb) 4=107. 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. July 24,2018 Job B18802171 Truss M08 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092755 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-hdFhGTgN6n9FhCHoqTxNYejNdnJ4MhC24uWNF8yusS4 Scale = 1:36.0 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 4-0-0 4-0-0 2-0-35-4-35-0-110-3-85-4-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=244/0-3-8, 4=133/0-1-8 Max Horz 5=172(LC 6) Max Uplift4=-114(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) except (jt=lb) 4=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. July 24,2018 Job B18802171 Truss M09 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092756 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-Aqp3Uph?t5H6IMs_NASc5sFXwBdO57KCIYFxnayusS3 Scale = 1:70.2 1 2 3 4 7 6 5 2x4 3x6 2x4 8x8 3x6 3x4 1-8-3 1-8-3 6-0-0 4-3-13 -1-2-8 1-2-8 1-8-3 1-8-3 6-0-0 4-3-13 1-10-108-10-107-2-01-8-107-5-81-5-214.00 12 14.00 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) 0.20 0.21 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-7: 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) 7=320/0-5-8, 5=217/0-1-8 Max Horz 7=302(LC 6) Max Uplift5=-217(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-300/245 BOT CHORD 6-7=-536/36, 5-6=-344/143 WEBS 3-6=-366/103, 3-5=-162/392 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) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=217. 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. July 24,2018 Job B18802171 Truss M10 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092757 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-Aqp3Uph?t5H6IMs_NASc5sFTsBc651cCIYFxnayusS3 Scale = 1:72.7 1 2 3 4 5 8 7 6 910 3x6 3x8 3x6 2x4 3x6 4x6 3x6 3x6 4-9-0 4-9-0 11-4-0 6-7-0 -1-2-8 1-2-8 4-9-0 4-9-0 11-4-0 6-7-0 1-0-310-5-88-8-1010-5-810.00 12 Plate Offsets (X,Y)-- [5:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.29 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.12 0.02 (loc) 6-7 6-7 10 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 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: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=528/0-5-8, 10=413/0-3-0 Max Horz 8=338(LC 6) Max Uplift10=-167(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/0, 6-9=-69/274, 5-9=-69/274, 2-8=-491/0 BOT CHORD 7-8=-294/47, 6-7=-138/305 WEBS 3-6=-356/162, 2-7=0/279, 5-10=-433/177 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 10 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=167. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss M11 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092758 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-e0NRh9idePPzwWRAxuzrd3ogab_0qYDLXC?UJ0yusS2 Scale = 1:65.6 1 2 3 4 7 6 5 8 9 3x8 3x6 2x4 3x6 4x6 3x6 3x4 4-10-4 4-10-4 9-8-8 4-10-4 -1-2-8 1-2-8 4-10-4 4-10-4 9-8-8 4-10-4 1-0-39-1-47-0-109-1-410.00 12 Plate Offsets (X,Y)-- [4:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.18 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.08 0.01 (loc) 6-7 6-7 9 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=464/0-5-8, 9=347/0-3-0 Max Horz 7=296(LC 6) Max Uplift9=-144(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/0, 5-8=-84/258, 4-8=-84/258, 2-7=-420/0 BOT CHORD 6-7=-282/74 WEBS 3-5=-295/140, 4-9=-356/154 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) 9 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=144. 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. July 24,2018 Job B18802171 Truss M12 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092759 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-e0NRh9idePPzwWRAxuzrd3oi0b?qqc_LXC?UJ0yusS2 Scale = 1:21.9 1 2 3 5 4 2x4 2x4 3x4 2x4 2-5-0 2-5-0 -1-2-8 1-2-8 2-5-0 2-5-0 1-0-33-0-62-8-140-3-83-0-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 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 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=192/0-5-8, 4=59/0-1-8 Max Horz 5=116(LC 6) Max Uplift5=-12(LC 6), 4=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss M13 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092760 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-6CxpuVjFPiXqYg0NVbU4AHLv0?L_Z2EUmsk1sTyusS1 Scale = 1:20.2 1 2 3 4 2x4 2x4 2x4 -0-6-8 0-6-8 2-9-0 2-9-0 0-5-92-9-12-5-90-3-82-9-110.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-4 2-4 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=145/0-3-8, 4=93/0-1-8 Max Horz 2=85(LC 6) Max Uplift2=-1(LC 6), 4=-38(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. July 24,2018 Job B18802171 Truss M14 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092761 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-6CxpuVjFPiXqYg0NVbU4AHLq2?ItZ0dUmsk1sTyusS1 Scale = 1:72.7 1 2 3 5 43x6 2x4 3x4 3x6 2x4 6-0-0 6-0-0 11-8-7 5-8-7 6-0-0 6-0-0 11-8-7 5-8-7 0-2-29-11-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.27 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 0.02 (loc) 1-5 1-5 4 1-5 l/defl >999 >925 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.All bearings 11-8-7. (lb) - Max Horz 1=293(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5 except 4=-145(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 4 except 5=424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-276/106 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=145. 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. July 24,2018 Job B18802171 Truss MG01 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092762 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-aPUB6rktA0fh9qbZ3J0JiUtxpOUYIHIe_WUbOvyusS0 Scale = 1:119.1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 4x6 6x6 6x8 5x8 3x4 3x4 3x6 4x6 2x4 3x6 3x6 3x6 3x6 9-0-0 9-0-0 18-0-0 9-0-0 6-1-3 6-1-3 11-10-13 5-9-11 18-0-0 6-1-3 0-10-1415-10-146-1-1215-10-1410.00 12 Plate Offsets (X,Y)-- [1:0-3-11,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) 0.67 0.95 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.47 0.32 0.04 (loc) 7-8 7-8 11 1-8 l/defl >817 >457 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-8: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 3-10-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 6-11 REACTIONS.(lb/size) 1=1246/0-5-8, 11=1471/0-3-0 Max Horz 1=466(LC 6) Max Uplift11=-308(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1593/0, 2-3=-1394/0, 3-12=-1443/0, 4-12=-1222/0, 4-5=-991/0, 5-13=-346/0, 7-10=-227/1416, 6-10=-227/1416 BOT CHORD 1-14=-280/1129, 14-15=-280/1129, 9-15=-280/1129, 8-9=-280/1129, 8-16=-151/728, 16-17=-151/728, 7-17=-151/728 WEBS 3-8=-392/225, 5-8=-75/785, 5-7=-1444/304, 6-11=-1472/308 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Bearing at joint(s) 11 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=308. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-12=-60, 12-13=-310, 6-13=-60, 1-14=-20, 14-15=-60, 15-16=-20, 16-17=-60, 7-17=-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. July 24,2018 Job B18802171 Truss PB01 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092763 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-aPUB6rktA0fh9qbZ3J0JiUt5tOi?IVIe_WUbOvyusS0 Scale = 1:12.4 1 2 3 4 5 6 4x6 2x4 2x4 2x4 3-11-6 3-11-6 1-11-11 1-11-11 3-11-6 1-11-11 0-4-131-7-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=90/2-8-3, 4=90/2-8-3, 6=82/2-8-3 Max Horz 2=-28(LC 4) Max Uplift2=-24(LC 6), 4=-27(LC 7) Max Grav 2=90(LC 1), 4=90(LC 1), 6=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092764 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-2b2aJAkWxKnYnzAlc0XYFiQGFo2D1yVnDAD8wLyusS? Scale = 1:15.4 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x4 2x4 2x4 5-4-9 5-4-9 5-4-9 5-4-9 0-4-131-9-61-11-110-1-80-4-130-1-81-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [5:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 6 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-1-7. (lb) - Max Horz 2=-34(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. July 24,2018 Job B18802171 Truss PB03 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092765 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-2b2aJAkWxKnYnzAlc0XYFiQFuo2l1yQnDAD8wLyusS? Scale = 1:19.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-4-9 5-4-9 2-8-4 2-8-4 5-4-9 2-8-4 0-4-132-2-140-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=123/4-1-7, 4=123/4-1-7, 6=129/4-1-7 Max Horz 2=-42(LC 4) Max Uplift2=-28(LC 6), 4=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss T01 Truss Type Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092766 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-WncyXWl8idvPP7lyAj2novzF2CFmmLtxSqziSoyusS_ Scale = 1:50.5 1 2 3 4 5 10 9 8 7 611 6x6 6x6 3x6 2x4 3x6 3x6 4x6 2x4 3x8 3-10-14 3-10-14 12-8-2 8-9-5 16-4-0 3-7-14 -1-2-8 1-2-8 3-10-14 3-10-14 12-8-2 8-9-5 16-4-0 3-7-14 2-5-86-10-47-0-32-9-06-10-414.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [4:0-3-15,0-3-0] 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) 0.82 0.58 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.01 0.01 (loc) 7-9 7-9 6 7-9 l/defl >999 >553 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* 3-7: 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. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size) 10=825/0-3-8, 6=690/Mechanical Max Horz 10=172(LC 5) Max Uplift10=-34(LC 6), 6=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/122, 3-4=-343/120, 4-5=-546/90, 2-10=-857/99, 5-6=-710/69 BOT CHORD 8-9=-92/387, 8-11=-92/387, 7-11=-92/387 WEBS 2-9=-49/482, 5-7=-45/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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. 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. July 24,2018 Job B18802171 Truss T02 Truss Type Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092767 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-WncyXWl8idvPP7lyAj2novzMPCK5mN6xSqziSoyusS_ Scale = 1:65.9 1 2 3 4 5 10 9 8 7 611 6x6 6x6 4x6 2x4 3x6 3x6 4x6 2x4 3x8 5-4-0 5-4-0 11-3-0 5-11-0 16-4-0 5-1-0 -1-2-8 1-2-8 5-4-0 5-4-0 11-3-0 5-11-0 16-4-0 5-1-0 2-5-88-6-48-8-32-9-08-6-414.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.30 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.10 0.00 0.01 (loc) 7-9 7-9 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 *Except* 3-7: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.(lb/size) 10=803/0-3-8, 6=693/Mechanical Max Horz 10=212(LC 5) Max Uplift10=-37(LC 6), 6=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/135, 3-4=-317/150, 4-5=-591/116, 2-10=-772/117, 5-6=-662/90 BOT CHORD 8-9=-85/338, 8-11=-85/338, 7-11=-85/338 WEBS 2-9=-54/338, 5-7=-45/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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. 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. July 24,2018 Job B18802171 Truss T03 Truss Type Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092768 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-__AKksmmSx1G0HK8kRZ0K7VX1ceyVlA4hUiF_EyusRz Scale = 1:78.4 1 2 3 4 5 6 7 12 11 10 9 8 6x6 6x6 2x4 3x6 3x8 3x6 3x6 3x6 3x4 3x6 3x6 6-9-2 6-9-2 9-9-14 3-0-11 16-4-0 6-6-2 -1-2-8 1-2-8 2-9-0 2-9-0 6-9-2 4-0-2 9-9-14 3-0-11 13-10-0 4-0-2 16-4-0 2-6-0 2-5-810-2-410-4-32-9-010-2-414.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] 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) 0.29 0.33 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.14 0.01 0.01 (loc) 11-12 11-12 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 12=726/0-3-8, 8=638/Mechanical Max Horz 12=253(LC 5) Max Uplift12=-36(LC 6), 8=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-493/185, 4-5=-258/176, 5-6=-489/180 BOT CHORD 11-12=-148/255, 10-11=-30/255, 9-10=-30/255 WEBS 3-12=-554/3, 6-8=-565/85 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 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) 12, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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. July 24,2018 Job B18802171 Truss T04 Truss Type COMMON Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092769 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-SAkiyCnODF97eRvKI84FtK2f20wzE8DEv8SoWgyusRy Scale: 1/8"=1' 12 3 4 5 6 10 9 8 711 12 13 14 4x8 2x4 3x6 4x6 3x8 3x6 2x4 3x6 3x6 8-3-8 8-3-8 16-4-0 8-0-8 -1-2-8 1-2-8 3-9-0 3-9-0 8-3-8 4-6-8 12-10-0 4-6-8 16-4-0 3-6-0 2-5-811-9-142-9-014.00 12 Plate Offsets (X,Y)-- [4:Edge,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) 0.47 0.60 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >721 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=845/0-3-8, 7=757/Mechanical Max Horz 10=335(LC 5) Max Uplift10=-41(LC 7), 7=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-544/207, 4-5=-545/208 BOT CHORD 10-11=-174/315, 11-12=-174/315, 9-12=-174/315, 8-9=-174/315, 8-13=-25/306, 13-14=-25/306, 7-14=-25/306 WEBS 4-8=-203/394, 3-10=-555/17, 5-7=-580/34 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss T05 Truss Type COMMON Qty 7 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092770 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-SAkiyCnODF97eRvKI84FtK2f20xpE8DEv8SoWgyusRy Scale: 1/8"=1' 12 3 4 5 6 10 9 8 711 12 13 14 4x6 2x4 3x6 4x6 3x8 3x6 2x4 3x6 3x6 8-3-8 8-3-8 16-4-0 8-0-8 -1-2-8 1-2-8 3-9-0 3-9-0 8-3-8 4-6-8 12-10-0 4-6-8 16-4-0 3-6-0 2-5-812-1-102-9-014.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.54 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >721 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=845/0-3-8, 7=757/Mechanical Max Horz 10=297(LC 5) Max Uplift10=-38(LC 7), 7=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-544/201, 4-5=-545/201 BOT CHORD 10-11=-138/315, 11-12=-138/315, 9-12=-138/315, 8-9=-138/315, 8-13=-18/306, 13-14=-18/306, 7-14=-18/306 WEBS 4-8=-194/394, 3-10=-555/12, 5-7=-580/53 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss T06 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092771 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-xMI49Yn0_YHzGbUWrsbUPYbt2PNXzj5N8oBM26yusRx Scale: 1/8"=1' 12 3 4 5 6 13 12 11 10 9 8 7 14 15 4x6 4x6 2x4 2x4 5x8 3x6 2x4 3x6 3x6 5x12 4x8 3x6 5x12 4-0-0 4-0-0 8-7-0 4-7-0 8-10-0 0-3-0 9-0-8 0-2-8 11-5-8 2-5-0 16-4-0 4-10-8 -1-2-8 1-2-8 4-0-0 4-0-0 8-3-8 4-3-8 8-7-0 0-3-8 9-0-8 0-5-8 11-5-8 2-5-0 16-4-0 4-10-8 2-5-812-1-101-9-01-0-02-0-02-0-014.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-1-12], [10:0-4-0,0-2-12], [14:0-5-12,0-2-8] 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) 0.26 0.19 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.02 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-14: 2x6 SP No.1, 5-8: 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, Except: 6-0-0 oc bracing: 14-15,10-15. 1 Row at midpt 4-10 REACTIONS.(lb/size) 13=475/0-3-8, 7=343/Mechanical, 15=547/0-5-0 Max Horz 13=297(LC 5) Max Uplift13=-118(LC 7), 7=-97(LC 7), 15=-64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/165, 3-4=-168/253, 4-5=-144/266, 5-6=-360/164, 2-13=-443/143, 6-7=-311/146 BOT CHORD 12-13=-275/233, 10-15=-262/14, 4-10=-319/73 WEBS 5-10=-253/153 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) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 15 except (jt=lb) 13=118. 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. July 24,2018 Job B18802171 Truss T07 Truss Type Common Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092772 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-xMI49Yn0_YHzGbUWrsbUPYbr4PHPzfbN8oBM26yusRx Scale = 1:88.5 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 4x6 3x8 4x6 3x4 3x6 3x6 8-3-8 8-3-8 16-4-0 8-0-8 -1-2-8 1-2-8 3-6-0 3-6-0 8-3-8 4-9-8 13-1-0 4-9-8 16-4-0 3-3-0 1-5-811-1-101-9-014.00 12 Plate Offsets (X,Y)-- [4:Edge,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) 0.45 0.52 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.01 0.01 (loc) 8-10 8-10 7 8 l/defl >999 >823 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 *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=726/0-5-8, 7=638/Mechanical Max Horz 10=301(LC 5) Max Uplift10=-45(LC 6), 7=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-508/177, 4-5=-509/177 BOT CHORD 9-10=-151/325, 8-9=-151/325, 7-8=0/315 WEBS 4-8=-150/385, 3-10=-518/20, 5-7=-534/45 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) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss T08 Truss Type Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092773 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-PZsTNuoelsPqtl2jPZ6jyl71jpYXi1zWNSxvbZyusRw Scale = 1:84.0 1 2 3 4 5 6 7 8 15 14 1312 11 10 9 16 17 18 19 2x4 3x8 6x6 4x8 3x8 2x4 5x12 3x8 5x12 2x4 4x6 3x6 3x8 4x6 2x4 2-2-1 2-2-1 11-7-8 9-5-7 13-3-3 1-7-11 22-9-15 9-6-12 25-0-0 2-2-1 2-2-1 2-2-1 6-9-0 4-6-15 11-7-8 4-10-8 13-3-3 1-7-11 18-1-11 4-10-8 22-9-15 4-8-4 25-0-0 2-2-1 1-6-611-0-511-2-101-5-51-5-29-7-310.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-3-4,Edge], [5:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.85 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.57 0.18 0.04 (loc) 10-11 10-11 9 13-14 l/defl >999 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-15,9-10: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-13,4-11,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size) 15=1088/0-5-8, 9=1087/0-5-8 Max Horz 15=269(LC 5) Max Uplift15=-30(LC 6), 9=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1125/76, 1-2=-1798/111, 2-3=-1800/228, 3-4=-1084/172, 4-5=-755/172, 5-6=-1088/173, 6-7=-1894/180, 7-8=-1891/64, 8-9=-1124/45 BOT CHORD 14-15=-307/334, 14-16=-111/994, 16-17=-111/994, 13-17=-111/994, 12-13=-20/755, 11-12=-20/755, 11-18=0/1004, 18-19=0/1004, 10-19=0/1004 WEBS 1-14=-43/1335, 3-14=-214/560, 3-13=-346/185, 4-13=-68/422, 5-11=-59/471, 6-11=-364/173, 6-10=-55/646, 8-10=-4/1405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 15, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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. July 24,2018 Job B18802171 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092774 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-tlQraEpHWAXhVudvzHeyVzg8OD?0RR9gb6hT7?yusRv Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x4 3x12 4x6 10x10 6x6 6x6 4x8 3x6 6x16 2x4 3x4 12x12 5x12 2x4 6x16 3x8 3x6 3x6 4x10 5x12 6x16 2x4 4-2-1 4-2-1 7-9-0 3-6-15 12-1-3 4-4-3 16-0-8 3-11-6 18-1-0 2-0-8 20-2-0 2-1-0 23-0-13 2-10-13 26-0-13 3-0-0 30-1-8 4-0-11 4-2-1 4-2-1 7-9-0 3-6-15 12-1-3 4-4-3 16-0-8 3-11-6 18-1-0 2-0-8 20-2-0 2-1-0 23-0-13 2-10-13 24-6-0 1-5-3 26-0-13 1-6-13 30-1-8 4-0-11 1-10-25-10-911-11-21-3-80-1-25-0-02-0-02-0-08-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:Edge,0-2-11], [9:0-3-4,Edge], [11:0-3-4,0-1-8], [16:0-6-12,0-4-0], [19:0-4-8,0-2-0] 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) 0.59 0.45 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.59 0.74 0.14 (loc) 16 16-17 12 16 l/defl >999 >603 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-8: 2x6 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-22,12-13: 2x6 SP 2400F 2.0E, 6-18: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-21,4-19,5-19,11-13,14-16: 2x4 SPF No.2, 17-19: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 4-5, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19 REACTIONS.(lb/size) 22=1193/0-5-8, 12=1193/0-5-8 Max Horz 22=-291(LC 4) Max Uplift22=-31(LC 6), 12=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1170/127, 1-2=-3017/219, 2-3=-1889/154, 3-4=-1383/184, 4-5=-1026/180, 5-6=-2247/200, 6-7=-2349/139, 7-8=-3720/112, 8-9=-2433/160, 9-10=-3503/257, 10-11=-3805/152, 11-12=-1221/107 BOT CHORD 21-22=-365/385, 20-21=-356/2181, 19-20=-150/1411, 16-17=0/2857, 7-16=0/1992, 13-14=0/2094 WEBS 1-21=-107/2354, 2-21=-219/957, 3-20=-67/508, 4-19=-34/609, 5-19=-587/0, 17-19=-30/1278, 5-17=-33/1765, 7-17=-1714/76, 8-16=-42/261, 8-14=-2424/85, 9-14=-50/765, 9-13=-123/1391, 10-13=-20/264, 11-13=-27/2988, 14-16=-7/3096, 3-19=-597/156, 2-20=-892/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 22, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12. 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. July 24,2018 Job B18802171 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092775 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-LxzDnaqvHTfY72C5X_9B1ADJNdCCAw2pqmQ0fRyusRu Scale = 1:90.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 4x8 5x6 5x6 6x6 5x8 3x6 6x16 3x6 6x16 2x4 3x12 3x6 6x6 3x8 4x8 4x10 4-2-1 4-2-1 12-1-3 7-11-2 16-0-8 3-11-6 21-8-6 5-7-14 26-0-13 4-4-6 30-1-8 4-0-11 4-2-1 4-2-1 8-1-10 3-11-9 12-1-3 3-11-9 16-0-8 3-11-6 20-3-3 4-2-11 21-8-6 1-5-3 26-0-13 4-4-6 30-1-8 4-0-11 1-10-28-2-911-11-21-3-80-1-23-0-08-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [5:0-4-4,0-2-0], [7:0-3-4,Edge], [9:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.96 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.54 0.65 0.11 (loc) 11-12 15-16 10 15-16 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 16-17,10-11: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-16,4-15,4-13,5-13,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-3 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS.(lb/size) 17=1193/0-5-8, 10=1193/0-5-8 Max Horz 17=-291(LC 4) Max Uplift17=-31(LC 6), 10=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1184/119, 1-2=-2863/180, 2-3=-2820/303, 3-4=-1429/192, 4-5=-1058/186, 5-6=-1426/188, 6-7=-1472/147, 7-8=-1992/149, 8-9=-3914/170, 9-10=-1207/105 BOT CHORD 16-17=-353/385, 15-16=-159/1345, 14-15=-71/1019, 13-14=-71/1019, 12-13=0/1601, 11-12=-47/2792 WEBS 1-16=-72/2204, 3-16=-309/1331, 3-15=-533/182, 4-15=-68/578, 5-13=-32/604, 6-13=-830/131, 6-12=-417/66, 7-12=-39/1012, 8-12=-1370/135, 8-11=0/1479, 9-11=-50/3131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 17, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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. July 24,2018 Job B18802171 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092776 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-p7Xb?wrX2noPkCnI4igQaOlVP1clvQTz3QAZBuyusRt Scale = 1:92.4 1 2 3 45 6 7 8 9 10 1118 17 16 15 14 13 12 2x4 4x6 5x8 5x6 6x6 3x6 4x8 3x4 3x6 6x16 3x8 3x6 3x6 3x8 4x8 2x4 3x6 7-8-2 7-8-2 11-7-8 3-11-6 13-5-14 1-10-6 21-7-12 8-1-14 25-8-7 4-0-11 3-11-13 3-11-13 7-8-2 3-8-5 11-7-8 3-11-6 12-0-10 0-5-3 13-5-14 1-5-3 17-6-13 4-0-15 21-7-12 4-0-15 25-8-7 4-0-11 27-2-15 1-6-8 2-5-48-10-08-3-611-10-01-3-83-0-08-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-6-4,0-2-0], [6:0-3-4,Edge], [7:0-3-8,0-2-0], [10:0-3-0,0-1-12] 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) 0.55 0.75 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.61 0.35 0.09 (loc) 13-14 13-14 12 13-14 l/defl >999 >501 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 12-13: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-17,4-17,4-15,7-13,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-6 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 2-18 REACTIONS.(lb/size) 12=1121/0-5-8, 18=1013/Mechanical Max Horz 18=-277(LC 4) Max Uplift12=-112(LC 7), 18=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/155, 3-4=-652/148, 4-5=-703/159, 5-6=-811/142, 6-7=-1134/142, 7-8=-3092/64, 8-9=-3154/37, 9-10=-3220/0, 10-12=-1146/118 BOT CHORD 17-18=-92/605, 16-17=0/760, 15-16=0/760, 14-15=0/782, 13-14=0/1178 WEBS 3-17=-27/360, 4-17=-318/81, 4-15=-72/335, 5-15=-409/32, 5-14=0/268, 6-14=-9/411, 7-14=-545/122, 7-13=0/1884, 10-13=0/2541, 2-18=-985/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 12=112. 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. July 24,2018 Job B18802171 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092777 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-p7Xb?wrX2noPkCnI4igQaOlYH1aVvNmz3QAZBuyusRt Scale = 1:110.8 1 2 3 4 5 6 711 10 9 8 12 13 2x4 4x8 3x6 5x6 3x4 3x8 6x16 4x10 2x4 3x8 7-5-10 7-5-10 13-1-5 5-7-11 17-2-0 4-0-11 1-9-15 1-9-15 7-5-10 5-7-11 13-1-5 5-7-11 17-2-0 4-0-11 18-8-8 1-6-8 9-6-1011-0-1414-0-141-3-83-0-010.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.89 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.34 0.18 0.03 (loc) 10-11 10-11 8 9-10 l/defl >999 >587 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-10,1-11,2-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-11, 2-11 REACTIONS.(lb/size) 8=812/0-5-8, 11=815/0-5-8 Max Horz 11=-440(LC 7) Max Uplift8=-41(LC 7), 11=-112(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-868/99, 3-4=-644/0, 4-5=-834/0, 5-6=-2087/0, 6-8=-798/24 BOT CHORD 11-12=-30/417, 12-13=-30/417, 10-13=-30/417, 9-10=0/1458 WEBS 2-10=-155/1000, 3-10=-382/244, 5-10=-916/0, 5-9=0/795, 6-9=0/1633, 2-11=-632/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 11=112. 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. July 24,2018 Job B18802171 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092778 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-HK5zCFr9p5wGMMMUePBf6bIg2QzLeoj6I4v7kKyusRs Scale = 1:91.3 1 2 3 4 5 6 7 13 12 11 10 9 814 3x4 3x8 4x8 4x6 3x4 6x16 3x6 2x4 3x8 3x6 3x8 4x6 3x8 4-2-1 4-2-1 12-1-3 7-11-2 17-5-12 5-4-9 25-9-13 8-4-1 4-2-1 4-2-1 7-9-0 3-6-15 12-1-3 4-4-3 17-5-12 5-4-9 21-9-15 4-4-3 25-9-13 3-11-14 1-10-211-11-21-10-103-1-28-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.60 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.45 0.21 0.08 (loc) 11-12 11-12 8 11-12 l/defl >999 >676 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-13: 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-12,4-11,4-9,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size) 13=1073/0-5-8, 8=1079/Mechanical Max Horz 13=282(LC 5) Max Uplift13=-24(LC 6), 8=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1064/165, 1-2=-2543/282, 2-3=-2491/402, 3-4=-1197/195, 4-5=-749/177, 5-6=-1057/181 BOT CHORD 12-13=-351/302, 11-12=-212/1210, 10-11=-107/860, 10-14=-107/860, 9-14=-107/860, 8-9=-16/726 WEBS 1-12=-129/1946, 3-12=-307/1184, 3-11=-521/209, 4-11=-75/603, 4-9=-277/120, 5-9=-28/339, 6-8=-1075/82 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 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) 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. July 24,2018 Job B18802171 Truss T14 Truss Type Common Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092779 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-HK5zCFr9p5wGMMMUePBf6bIjMQ?Bevz6I4v7kKyusRs Scale = 1:85.1 1 2 3 4 7 6 58 9 2x4 4x8 3x8 3x6 2x4 2x4 3x8 7-2-6 7-2-6 12-10-5 5-7-15 1-9-15 1-9-15 7-2-6 5-4-7 12-10-5 5-7-15 9-6-1011-0-141-10-1010.00 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 0.48 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.26 0.00 0.01 (loc) 6-7 6-7 5 6 l/defl >999 >587 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,4-5,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS.(lb/size) 7=632/0-5-8, 5=541/Mechanical Max Horz 7=-250(LC 7) Max Uplift7=-143(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/158, 3-4=-534/0, 4-5=-518/0 WEBS 2-6=-227/589, 3-6=-374/253, 2-7=-450/184, 4-6=0/316 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=143. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss T15 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092780 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-lWfMQbsnaO27_WxgC6iufprtWqQpNQSFWkfgGmyusRr Scale = 1:82.3 1 2 3 4 5 6 7 13 12 11 9 8 14 10 2x4 3x6 4x8 3x6 4x6 2x4 8x8 3x8 3x6 3x6 3x6 5-2-3 5-2-3 11-8-8 6-6-5 12-6-8 0-10-0 13-1-5 0-6-13 17-2-0 4-0-11 5-2-3 5-2-3 9-1-12 3-11-9 13-1-5 3-11-9 17-2-0 4-0-11 18-8-8 1-6-8 8-1-111-3-61-3-83-0-08-1-110.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-4], [6:0-2-14,0-2-0] 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) 0.39 0.13 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 12-13 12-13 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13 REACTIONS.All bearings 0-5-8 except (jt=length) 11=1-1-8, 11=1-1-8, 10=0-3-8. (lb) - Max Horz 13=-380(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 11, 10 except 8=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10 except 13=544(LC 1), 8=286(LC 1), 11=575(LC 2), 11=530(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-426/136, 2-3=-324/39, 6-8=-250/139 BOT CHORD 13-14=-31/379, 12-14=-31/379 WEBS 1-12=-107/337, 3-11=-452/0 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11, 10 except (jt=lb) 8=142. 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. July 24,2018 Job B18802171 Truss T16 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092781 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-lWfMQbsnaO27_WxgC6iufprvjqOcNNPFWkfgGmyusRr Scale = 1:57.0 1 2 3 4 8 7 6 5 3x4 2x4 5x6 6x6 3x6 2x4 3x4 3x4 4-10-12 4-10-12 10-7-8 5-8-12 12-10-5 2-2-13 4-10-12 4-10-12 10-7-8 5-8-12 12-10-5 2-2-13 7-9-153-6-101-10-103-6-1010.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.28 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.01 0.01 (loc) 6-7 6-7 5 7 l/defl >999 >999 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 *Except* 1-2: 2x6 SP No.1 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=503/0-5-8, 5=503/Mechanical Max Horz 8=-173(LC 7) Max Uplift8=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-499/0, 3-4=-379/11, 4-5=-504/0 BOT CHORD 7-8=0/498, 6-7=-5/297 WEBS 2-8=-601/91, 4-6=-8/380 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) 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) except (jt=lb) 8=104. 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. July 24,2018 Job B18802171 Truss T17 Truss Type COMMON Qty 5 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092782 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-DiDkdxtPLiA_bgWtmqD7C0N2QEbt6klPlOODoCyusRq Scale = 1:118.8 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 3x6 4x6 5x6 3x6 3x6 4x6 3x6 5x12 10x10 3x6 3x6 8-6-1 8-6-1 18-0-0 9-5-15 5-9-3 5-9-3 11-2-14 5-5-11 16-8-9 5-5-11 18-0-0 1-3-7 0-10-1414-10-013-9-36-1-1210.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.85 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.59 -0.15 0.02 (loc) 7-9 7-9 12 9 l/defl >605 >361 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,1-10,2-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7, 5-7, 6-12 REACTIONS.(lb/size) 10=774/0-5-8, 12=819/0-3-0 Max Horz 10=422(LC 6) Max Uplift12=-225(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/113, 2-3=-770/0, 3-4=-578/0, 7-11=-250/726, 6-11=-250/724, 1-10=-299/103 BOT CHORD 10-13=-240/616, 13-14=-240/616, 9-14=-240/616, 9-15=-127/362, 8-15=-127/362, 8-16=-127/362, 7-16=-127/362 WEBS 4-9=-65/565, 4-7=-605/220, 2-10=-615/0, 6-12=-820/225 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=225. 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. July 24,2018 Job B18802171 Truss T18 Truss Type COMMON Qty 4 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092783 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-DiDkdxtPLiA_bgWtmqD7C0N3SEiq6uWPlOODoCyusRq Scale = 1:80.0 1 2 3 4 5 8 7 6 4x6 5x8 2x4 4x6 3x4 3x6 3x8 7-6-8 7-6-8 12-11-0 5-4-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-6-8 4-6-8 12-11-0 5-4-8 1-3-810-1-13-9-1314.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.40 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.19 0.00 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >806 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 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=501/0-5-8, 8=591/0-5-8 Max Horz 8=299(LC 5) Max Uplift6=-41(LC 6), 8=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-374/158, 4-5=-384/140, 5-6=-462/77 WEBS 3-8=-389/27 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) 6, 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. July 24,2018 Job B18802171 Truss T19 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092784 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ivn6rHu160IrDp53JXlMkEw7ie_OrCFY_28nKfyusRp Scale = 1:81.5 1 2 3 4 8 7 6 5 9 10 11 14 12 13 2x4 5x6 5x8 3x6 3x6 3x6 3x8 3x8 3x6 9-3-3 9-3-3 18-0-0 8-8-13 4-0-0 4-0-0 9-3-3 5-3-3 18-0-0 8-8-13 2-10-1410-5-310-7-810-5-48-1-1210.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [4:0-1-8,0-3-0] 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) 0.79 0.70 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.37 0.36 0.02 (loc) 5-6 6-8 10 5 l/defl >999 >576 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 No.2 *Except* 2-6,1-8,2-8: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 4-6 REACTIONS.(lb/size) 8=825/Mechanical, 10=884/0-3-0 Max Horz 8=231(LC 6) Max Uplift10=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-624/55, 3-4=-415/91 BOT CHORD 8-11=-196/415, 11-14=-196/415, 12-14=-196/415, 7-12=-196/415, 6-7=-196/415 WEBS 4-6=-128/567, 2-8=-678/0, 4-10=-898/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. July 24,2018 Job B18802171 Truss T20 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092785 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ivn6rHu160IrDp53JXlMkEwBfe17rGvY_28nKfyusRp Scale = 1:92.5 1 2 3 4 9 8 7 6 5 10 11 12 13 4x6 6x6 6x6 4x8 2x4 3x6 3x6 3x6 3x4 3x6 3x6 6-2-2 6-2-2 12-0-13 5-10-10 18-0-0 5-11-3 6-2-2 6-2-2 12-0-13 5-10-10 18-0-0 5-11-3 2-10-1412-9-312-11-812-9-48-1-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.46 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.13 0.40 0.03 (loc) 5-6 5-6 11 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,1-9,1-7: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 3-5 REACTIONS.(lb/size) 9=810/Mechanical, 11=850/0-3-0 Max Horz 9=303(LC 6) Max Uplift11=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-730/0, 2-3=-511/41, 5-10=-131/704, 4-10=-131/704, 1-9=-760/0 BOT CHORD 8-9=-314/40, 7-8=-314/40, 7-12=-190/485, 6-12=-190/485, 6-13=-74/293, 5-13=-74/293 WEBS 2-6=-311/199, 3-6=-84/511, 3-5=-662/172, 1-7=0/492, 4-11=-852/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=146. 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. July 24,2018 Job B18802171 Truss T21 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092786 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-A5LU2dugtJQirzgFtFGbHRTPl2LZammiCitKt5yusRo Scale = 1:118.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 18 15 16 17 3x6 4x8 6x16 2x4 3x6 3x6 3x6 3x6 3x12 2x4 3x6 3x6 3x6 7-6-15 7-6-15 14-10-6 7-3-7 18-0-0 3-1-10 4-6-0 4-6-0 10-0-2 5-6-2 14-10-6 4-10-5 18-0-0 3-1-10 2-10-1415-1-315-3-815-1-48-1-1210.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.58 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.20 0.38 0.03 (loc) 8-10 8-10 13 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,1-11,2-11: 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, 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 7-12, 4-8, 5-8, 6-8, 2-11, 6-13 REACTIONS.(lb/size) 11=858/Mechanical, 13=813/0-3-0 Max Horz 11=375(LC 6) Max Uplift13=-221(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-690/0, 3-4=-497/0, 4-5=-318/13 BOT CHORD 11-14=-267/466, 14-18=-267/466, 15-18=-267/466, 10-15=-267/466, 10-16=-145/367, 9-16=-145/367, 9-17=-145/367, 8-17=-145/367 WEBS 4-10=-104/383, 4-8=-515/249, 6-8=-225/781, 2-11=-759/0, 6-13=-814/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=221. 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. July 24,2018 Job B18802171 Truss T22 Truss Type Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092787 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-A5LU2dugtJQirzgFtFGbHRTQj2RHapUiCitKt5yusRo Scale = 1:54.0 1 2 3 4 5 6 10 9 8 711 6x6 6x6 2x4 2x4 3x4 5x6 5x6 3x8 4-9-3 4-9-3 9-9-13 5-0-9 14-7-0 4-9-3 -1-2-8 1-2-8 4-9-3 4-9-3 9-9-13 5-0-9 14-7-0 4-9-3 15-9-8 1-2-8 1-11-87-4-57-6-41-11-87-4-514.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.21 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 0.00 0.00 (loc) 8-9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size) 10=711/0-3-8, 7=691/0-3-8 Max Horz 10=197(LC 5) Max Uplift10=-44(LC 6), 7=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-570/131, 3-4=-286/148, 4-5=-548/130, 2-10=-680/128, 5-7=-657/127 BOT CHORD 9-11=-82/300, 8-11=-82/300 WEBS 2-9=-50/289, 5-8=-51/272 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) 10, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 24,2018 Job B18802171 Truss T23 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092788 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-eHvsFzvIedYZS7ERRynqpf?a1RimJANrRMduPXyusRn Scale = 1:79.5 1 2 3 4 7 6 5 8 9 10 11 12 2x4 4x8 5x8 2x4 3x4 3x8 3x6 3x6 3x6 3x6 7-9-5 7-9-5 12-6-8 4-9-3 3-0-0 3-0-0 7-9-5 4-9-5 12-6-8 4-9-3 4-8-010-11-711-1-1210-11-81-0-010.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4], [4:0-1-12,0-2-12] 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) 0.35 0.52 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.25 0.01 0.01 (loc) 6-7 6-7 9 6 l/defl >999 >587 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 WEBS 2x4 SPF No.2 *Except* 2-6,1-7,2-7: 2x4 SPF-S Stud OTHERS 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 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 3-6, 4-9 REACTIONS.(lb/size) 7=595/Mechanical, 9=593/0-3-0 Max Horz 7=192(LC 6) Max Uplift9=-126(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/31 WEBS 4-6=-151/420, 2-7=-434/0, 4-9=-594/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=126. 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. July 24,2018 Job B18802171 Truss T24 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092789 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-eHvsFzvIedYZS7ERRynqpf?XXRmUJF1rRMduPXyusRn Scale = 1:103.1 1 2 3 4 8 7 6 5 9 10 11 3x6 4x8 6x16 2x4 2x4 3x8 3x6 3x4 3x6 1 1 - 5 - 2 4-4-0 4-4-0 10-6-15 6-2-15 12-6-8 1-11-9 4-4-0 4-4-0 10-6-15 6-2-15 12-6-8 1-11-9 4-8-013-3-713-5-1213-3-811-1-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.28 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.12 0.02 (loc) 6-7 6-7 10 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-8,2-7,1-7: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 2-6, 3-6, 4-6 REACTIONS.(lb/size) 8=557/Mechanical, 10=525/0-3-0 Max Horz 8=264(LC 6) Max Uplift10=-215(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-353/0, 1-8=-541/0 BOT CHORD 7-8=-265/27 WEBS 2-6=-263/221, 3-6=-260/161, 4-6=-258/618, 1-7=0/352, 4-10=-529/233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=215. 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. July 24,2018 Job B18802171 Truss T25 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092790 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-6USETJwwPxgQ4Hpe?gI3MsYnkr7j2jD?g?MRx_yusRm Scale = 1:65.6 1 2 3 4 5 8 7 6 2x4 4x6 5x6 2x4 8x8 3x6 4x8 1-8-3 1-8-3 6-0-0 4-3-13 -1-2-8 1-2-8 1-8-3 1-8-3 5-4-7 3-8-4 6-0-0 0-7-9 1-10-107-11-148-1-136-3-41-8-106-6-121-5-214.00 12 14.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:0-3-9,0-2-8], [6:Edge,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) 0.23 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=309/0-5-8, 6=223/0-1-8 Max Horz 8=282(LC 6) Max Uplift6=-198(LC 6) Max Grav 8=309(LC 10), 6=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-283/204 BOT CHORD 7-8=-453/43, 6-7=-290/128 WEBS 3-7=-299/117, 3-6=-138/326 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) 8, 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) except (jt=lb) 6=198. 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. July 24,2018 Job B18802171 Truss T26 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092791 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-6USETJwwPxgQ4Hpe?gI3MsYoVr8R2iI?g?MRx_yusRm Scale = 1:52.7 1 2 3 4 5 8 7 6 2x4 3x6 5x6 2x4 8x10 2x4 3x4 1-8-3 1-8-3 6-0-0 4-3-13 -1-2-8 1-2-8 1-8-3 1-8-3 3-11-5 2-3-2 6-0-0 2-0-11 1-10-106-3-146-5-134-7-41-8-104-10-121-5-214.00 12 14.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.11 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=320/0-5-8, 6=217/0-1-8 Max Horz 8=231(LC 6) Max Uplift6=-111(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-300/199, 3-4=-212/251 BOT CHORD 7-8=-344/35 WEBS 4-7=-318/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8, 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) except (jt=lb) 6=111. 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. July 24,2018 Job B18802171 Truss T27 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092792 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ag0dgfxY9EoHiROqYNpIu44z9FUVnAc8vf6_TQyusRl Scale = 1:40.5 1 2 3 4 7 6 5 2x4 3x6 5x6 2x4 8x8 4x6 1-8-3 1-8-3 6-0-0 4-3-13 -1-2-8 1-2-8 2-6-2 2-6-2 6-0-0 3-5-14 1-10-104-7-144-9-132-11-41-8-103-2-121-5-214.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 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 2x4 SPF No.2 *Except* 6-7: 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 6-0-0 oc bracing. REACTIONS.(lb/size) 7=320/0-5-8, 5=217/0-1-8 Max Horz 7=180(LC 6) Max Uplift5=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-302/235 BOT CHORD 6-7=-278/35 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) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "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. July 24,2018 Job B18802171 Truss T28 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092793 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-ag0dgfxY9EoHiROqYNpIu44x5FUinA58vf6_TQyusRl Scale = 1:27.8 1 2 3 4 7 6 5 2x4 3x6 5x6 8x8 3x6 2x4 1-8-3 1-8-3 6-0-0 4-3-13 -1-2-8 1-2-8 1-1-0 1-1-0 6-0-0 4-11-0 1-10-102-11-143-1-131-3-41-8-101-6-121-5-214.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.01 0.00 (loc) 5-6 5-6 5 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 *Except* 6-7: 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 6-0-0 oc bracing. REACTIONS.(lb/size) 7=320/0-5-8, 5=217/0-1-8 Max Horz 7=128(LC 6) Max Uplift7=-19(LC 6), 5=-36(LC 7) Max Grav 7=320(LC 1), 5=221(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-298/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-2-8 to 5-10-4 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) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "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. July 24,2018 Job B18802171 Truss T29 Truss Type Common Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092794 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-2sa?u_yAwYw7Jbz065KXRHd9NfqWWeBH7JrY0syusRk Scale = 1:23.0 1 2 3 4 5 6 4x6 3x6 3x6 2x4 2-2-0 2-2-0 4-4-0 2-2-0 -0-8-0 0-8-0 2-2-0 2-2-0 4-4-0 2-2-0 4-10-8 0-6-8 0-8-43-2-90-8-414.00 12 Plate Offsets (X,Y)-- [3:Edge,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) 0.09 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 6 4 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SP No.1, Right: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=212/0-3-8, 4=202/0-3-8 Max Horz 2=73(LC 5) Max Uplift2=-28(LC 6), 4=-23(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) 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, 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. July 24,2018 Job B18802171 Truss T30 Truss Type Flat Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092795 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 11:59:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-2sa?u_yAwYw7Jbz065KXRHd4LfoeWexH7JrY0syusRk Scale = 1:15.312 4 3 2x4 3x4 2x4 3x4 4-10-8 4-10-8 4-10-8 4-10-8 2-0-0LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >831 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=183/0-5-8, 3=183/0-5-8 Max Uplift4=-16(LC 4), 3=-16(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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss T31 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092796 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-W38N5Kyohs2_xkYDgorm_VAG338rF5LRMzb5YJyusRj Scale = 1:30.7 1 2 3 5 43x4 2x4 5x12 2x4 3x4 2-5-4 2-5-4 4-10-8 2-5-4 3-11-9 3-11-9 4-10-8 0-10-15 4-4-04-6-43-9-34-3-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >831 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-5-8, 4=183/0-5-8 Max Horz 5=-16(LC 7) Max Uplift5=-23(LC 6), 4=-5(LC 5) 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;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) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. July 24,2018 Job B18802171 Truss T32 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092797 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-W38N5Kyohs2_xkYDgorm_VAHf3ACF4MRMzb5YJyusRj Scale = 1:45.012 3 6 5 4 2x4 3x4 4x6 3x6 2x4 3x8 1-2-0 1-2-0 4-10-8 3-8-8 1-2-0 1-2-0 4-10-8 3-8-8 6-7-156-10-43-9-36-7-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=183/0-5-8, 4=183/0-5-8 Max Horz 6=-88(LC 7) Max Uplift6=-102(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;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) 6=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. July 24,2018 Job B18802171 Truss T33 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092798 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-W38N5Kyohs2_xkYDgorm_VAFM38cF5CRMzb5YJyusRj Scale = 1:51.11 2 4 3 3x4 2x4 3x6 2x4 4-5-0 4-5-0 4-5-0 4-5-0 7-9-154-1-1210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.20 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 3-4 3-4 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=165/0-5-8, 3=165/Mechanical Max Horz 4=-106(LC 7) Max Uplift4=-160(LC 7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=160. 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. July 24,2018 Job B18802171 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092799 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-TRG7W0_3DTIiA2ibnDuE3wFSrsjMjmRkpH4CcByusRh Scale = 1:56.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 3x12 6x16 4x10 4x6 2x4 6x18 MT18HS 4x10 3x6 7x16 MT18HS 3x12 6x16 6x18 MT18HS 6x18 MT18HS 4x6 4x6 6x16 2x4 6-2-12 6-2-12 12-3-12 6-1-0 18-4-12 6-1-0 24-7-8 6-2-12 25-1-8 0-6-0 27-9-12 2-8-4 31-3-8 3-5-12 6-2-12 6-2-12 12-3-12 6-1-0 18-4-12 6-1-0 24-7-8 6-2-12 27-9-12 3-2-4 31-3-8 3-5-12 2-5-81-5-81-0-02-5-8Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [11:0-5-0,0-5-0], [12:Edge,0-3-8], [13:0-3-8,0-3-0], [16:0-3-8,0-3-0] 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) 0.91 0.70 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.92 0.02 0.27 (loc) 13-14 13-14 11 13-14 l/defl >696 >316 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 394 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 6-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-17: 2x4 SPF No.2, 11-13,5-14,1-16,2-14: 2x4 SPF 2100F 1.8E 5-11: 2x4 SP 2400F 2.0E BRACING- TOP CHORD 2-0-0 oc purlins (4-3-8 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 17=6324/0-3-8, 11=10094/0-5-8 Max Horz 17=45(LC 10) Max Uplift17=-972(LC 3), 11=-1049(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-5316/563, 1-2=-14777/1539, 2-3=-18820/1604, 3-4=-18820/1604, 4-5=-18820/1604, 5-6=-792/6149, 6-7=-821/6595, 7-8=-258/2643, 8-9=-14/405 BOT CHORD 17-18=-137/491, 18-19=-137/491, 16-19=-137/491, 16-20=-1547/14777, 15-20=-1547/14777, 15-21=-1547/14777, 14-21=-1547/14777, 14-22=-939/12284, 22-23=-939/12284, 23-24=-939/12284, 13-24=-939/12284, 11-12=-71/1390, 6-11=-2100/280, 11-28=-2643/260, 10-28=-2643/260 WEBS 2-16=-2333/188, 5-13=-101/421, 11-13=-1026/12427, 5-11=-18681/1744, 7-10=-177/1404, 3-14=-1233/198, 5-14=-703/6881, 1-16=-1497/15040, 2-14=-76/4256, 7-11=-4127/588, 8-10=-2701/260 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: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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 and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=972, 11=1049. 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. July 24,2018 Job B18802171 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092799 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:02 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-TRG7W0_3DTIiA2ibnDuE3wFSrsjMjmRkpH4CcByusRh NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1095 lb down and 660 lb up at 2-1-8, 670 lb down and 22 lb up at 4-0-12, 673 lb down and 26 lb up at 6-0-12, 618 lb down and 40 lb up at 8-0-12, 737 lb down and 55 lb up at 10-0-12, 737 lb down and 58 lb up at 12-0-12, 737 lb down and 58 lb up at 14-0-12, 737 lb down and 58 lb up at 16-0-12, 737 lb down and 58 lb up at 18-0-12, 737 lb down and 58 lb up at 20-0-12, 737 lb down and 58 lb up at 22-0-12, 737 lb down and 58 lb up at 24-0-12, 323 lb down and 115 lb up at 26-0-12, and 323 lb down and 115 lb up at 28-0-12, and 618 lb down and 45 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-180(F=-120), 12-17=-20, 9-11=-20 Concentrated Loads (lb) Vert: 16=-673(B) 10=-323(B) 14=-737(B) 18=-1095(B) 19=-670(B) 20=-618(B) 21=-737(B) 22=-737(B) 23=-737(B) 24=-737(B) 25=-737(B) 26=-737(B) 27=-737(B) 28=-323(B) 29=-618(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 B18802171 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092800 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-xeqWjM?h_nQZoCHoLwPTb7oohGASSPKt2xpl9dyusRg Scale = 1:39.1 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 6x6 6x6 3x6 2x4 4x6 3x8 2x4 3x8 3x6 2x4 3x8 2-5-11 2-5-11 8-3-8 5-9-13 14-1-5 5-9-13 16-4-0 2-2-11 -1-2-8 1-2-8 2-5-11 2-5-11 8-3-8 5-9-13 14-1-5 5-9-13 16-4-0 2-2-11 2-5-85-2-45-4-32-9-05-2-414.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [5:0-3-15,0-3-0] 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) 0.20 0.13 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.01 0.03 (loc) 9-11 9-11 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS.(lb/size) 12=1179/0-3-8, 7=1115/Mechanical Max Horz 12=134(LC 13) Max Uplift12=-706(LC 4), 7=-648(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/582, 3-4=-488/393, 4-5=-462/320, 5-6=-729/463, 2-12=-1215/749, 6-7=-1163/699 BOT CHORD 10-11=-646/1018, 10-13=-646/1018, 9-13=-646/1018, 9-14=-646/1018, 14-15=-646/1018, 8-15=-646/1018 WEBS 3-11=-387/368, 4-11=-689/378, 4-9=-320/472, 4-8=-726/456, 5-8=-283/325, 2-11=-505/710, 6-8=-487/753 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 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) 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) 12=706, 7=648. 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) 182 lb down and 378 lb up at 2-5-11, 113 lb down and 126 lb up at 4-6-12, 113 lb down and 126 lb up at 6-6-12, 113 lb down and 126 lb up at 8-6-12, 113 lb down and 126 lb up at 10-6-12, and 113 lb down and 126 lb up at 12-6-12, and 180 lb down and 252 lb up at 14-0-4 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. July 24,2018 Job B18802171 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092800 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:03 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-xeqWjM?h_nQZoCHoLwPTb7oohGASSPKt2xpl9dyusRg LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 10=-113 11=-182 9=-113 8=-180 13=-113 14=-113 15=-113 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802171 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092801 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-xeqWjM?h_nQZoCHoLwPTb7ombG5tSG3t2xpl9dyusRg Scale = 1:66.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 2x4 3x8 6x6 4x8 3x8 2x4 8x8 4x6 8x8 3x6 4x6 4x8 3x6 2-2-1 2-2-1 8-9-14 6-7-14 16-0-13 7-2-14 22-9-15 6-9-2 25-0-0 2-2-1 2-2-1 2-2-1 8-9-14 6-7-14 16-0-13 7-2-14 22-9-15 6-9-2 25-0-0 2-2-1 26-2-8 1-2-8 1-6-68-8-58-10-101-5-51-5-27-3-310.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [4:0-4-0,0-1-4], [6:0-3-5,0-1-8] 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) 0.33 0.49 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.15 0.11 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 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* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 14=2220/0-5-8, 8=2063/0-5-8 Max Horz 14=-232(LC 3) Max Uplift14=-940(LC 5), 8=-1010(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2167/989, 1-2=-3909/1793, 2-3=-2745/1407, 3-4=-2007/1209, 4-5=-2756/1527, 5-6=-3644/1792, 6-8=-1979/968 BOT CHORD 13-14=-231/281, 13-15=-1505/2937, 15-16=-1505/2936, 16-17=-1505/2935, 12-17=-1503/2933, 12-18=-1115/2000, 11-18=-1115/2000, 11-19=-1115/2000, 19-20=-1115/2000, 10-20=-1115/2000, 10-21=-1292/2744, 9-21=-1295/2747 WEBS 1-13=-1351/3012, 2-13=-331/747, 2-12=-939/397, 3-12=-723/1245, 3-10=-252/183, 4-10=-892/1255, 5-10=-733/357, 5-9=-203/510, 6-9=-1351/2841 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=940, 8=1010. 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. 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. July 24,2018 Job B18802171 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092801 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:03 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-xeqWjM?h_nQZoCHoLwPTb7ombG5tSG3t2xpl9dyusRg NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 51 lb up at 2-2-1, 197 lb down and 71 lb up at 4-0-1, 197 lb down and 123 lb up at 6-0-1, 203 lb down and 210 lb up at 8-0-1, 197 lb down and 229 lb up at 10-0-1, 197 lb down and 229 lb up at 12-0-1, 197 lb down and 229 lb up at 14-0-1, and 197 lb down and 229 lb up at 16-0-1, and 506 lb down and 491 lb up at 18-0-1 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=-60, 3-4=-60, 4-6=-60, 6-7=-60, 13-14=-20, 12-13=-20, 12-19=-60, 9-19=-20, 8-9=-20 Concentrated Loads (lb) Vert: 13=-201 10=-197 15=-197 16=-197 17=-203 18=-197 19=-197 20=-197 21=-506(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 B18802171 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092802 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-PqNuxi?Jl4YQQMs_vewi8LKwOgTGBhG0HbZJh4yusRf Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x6 4x8 5x6 5x6 6x6 5x6 3x4 8x8 4x6 8x8 4x6 3x6 2x4 6x6 3x6 3x8 4x8 3x8 2-2-12 2-2-12 4-2-1 1-11-4 12-1-3 7-11-2 16-0-8 3-11-6 20-8-8 4-8-0 26-0-13 5-4-5 30-1-8 4-0-11 2-2-12 2-2-12 4-2-1 1-11-4 8-1-10 3-11-9 12-1-3 3-11-9 16-0-8 3-11-6 19-3-5 3-2-12 20-8-8 1-5-3 26-0-13 5-4-5 30-1-8 4-0-11 31-8-0 1-6-8 1-10-29-0-811-11-21-3-80-1-23-0-08-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [8:0-3-4,Edge], [10:0-3-0,0-1-12], [18:0-5-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.35 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.42 0.08 (loc) 13-14 17-18 12 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 418 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 18-20: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-17,5-15,6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS.(lb/size) 20=2041/0-5-8, 12=1419/0-5-8 Max Horz 20=-311(LC 3) Max Uplift20=-100(LC 5), 12=-105(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1805/150, 1-2=-2943/232, 2-3=-4838/315, 3-4=-4749/382, 4-5=-1763/145, 5-6=-1261/127, 6-7=-1662/137, 7-8=-1602/74, 8-9=-2073/62, 9-10=-4377/0, 10-12=-1407/89 BOT CHORD 19-20=-326/365, 18-19=-475/2676, 17-18=-181/1887, 16-17=-70/1296, 15-16=-70/1296, 14-15=0/1675, 13-14=0/3110 WEBS 1-19=-145/2233, 2-19=-1594/93, 2-18=-28/1478, 4-18=-397/2940, 4-17=-949/204, 5-17=-75/964, 6-15=-47/783, 7-15=-834/90, 7-14=-376/112, 8-14=0/960, 9-14=-1605/40, 9-13=0/1645, 10-13=0/3490 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=100, 12=105. 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. 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. July 24,2018 Job B18802171 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092802 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:04 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-PqNuxi?Jl4YQQMs_vewi8LKwOgTGBhG0HbZJh4yusRf NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 806 lb down and 64 lb up at 4-3-13 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=-100, 3-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-10=-60, 10-11=-60, 18-20=-20, 13-18=-20, 12-13=-20 Concentrated Loads (lb) Vert: 18=-806(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 B18802171 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092803 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-t0xG820xWOgH2WQATLRxhYt5l4qZw8kAWFIsDWyusRe Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 3x4 3x6 4x8 4x6 3x6 5x6 3x4 8x8 4x6 8x16 4x6 3x6 2x4 6x6 3x6 3x8 5x6 2x4 2-2-12 2-2-12 4-2-1 1-11-4 12-1-3 7-11-2 17-5-12 5-4-9 26-0-13 8-7-1 30-1-8 4-0-11 2-2-12 2-2-12 4-2-1 1-11-4 8-1-10 3-11-9 12-1-3 3-11-9 17-5-12 5-4-9 21-9-4 4-3-9 26-0-13 4-3-9 30-1-8 4-0-11 31-8-0 1-6-8 1-10-211-11-21-3-80-1-23-0-08-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [10:0-3-0,0-1-12], [17:0-5-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.28 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.49 0.08 (loc) 13-14 13-14 12 13-14 l/defl >999 >912 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 388 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 17-19: 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-16,5-14,6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 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, Except: 6-0-0 oc bracing: 18-19. REACTIONS.(lb/size) 19=2069/0-5-8, 12=1462/0-5-8 Max Horz 19=-310(LC 3) Max Uplift19=-99(LC 5), 12=-97(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1831/155, 1-2=-2985/240, 2-3=-4920/328, 3-4=-4833/396, 4-5=-1854/146, 5-6=-1307/111, 6-7=-1785/113, 7-8=-4180/16, 8-9=-4304/0, 9-10=-4415/0, 10-12=-1484/85 BOT CHORD 18-19=-326/364, 17-18=-481/2716, 16-17=-191/1954, 15-16=-82/1370, 15-20=-82/1370, 14-20=-82/1370, 13-14=0/1733 WEBS 1-18=-152/2264, 2-18=-1622/93, 2-17=-32/1511, 4-17=-399/2934, 4-16=-938/203, 5-16=-86/968, 5-14=-252/161, 6-14=-19/811, 7-14=-637/129, 7-13=0/2363, 10-13=0/3440 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: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 19, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 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) 770 lb down and 63 lb up at 4-3-13 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. July 24,2018 Job B18802171 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092803 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:05 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-t0xG820xWOgH2WQATLRxhYt5l4qZw8kAWFIsDWyusRe 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=-100, 3-5=-60, 5-6=-60, 6-10=-60, 10-11=-60, 17-19=-20, 16-17=-20, 16-20=-60, 13-20=-20, 12-13=-20 Concentrated Loads (lb) Vert: 17=-770(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 B18802171 Truss TG06 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092804 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-LCVeMO1ZHip8ff?M03yADmQL6T76fpbJkv2PlyyusRd Scale = 1:16.812 4 35 2x4 4x6 2x4 4x6 3-9-0 3-9-0 3-9-0 3-9-0 2-2-12LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.45 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=826/Mechanical, 3=790/Mechanical Max Horz 4=51(LC 4) Max Uplift4=-52(LC 3), 3=-51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-277/61, 2-3=-277/47 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: 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 and right 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) 4, 3. 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) 993 lb down and 24 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-160(F=-100), 3-4=-20 Concentrated Loads (lb) Vert: 5=-993(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. July 24,2018 Job B18802171 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092805 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-pP30Zk2B2?x?HpaZamTPmzyQ2tU6O4_TzZnzIPyusRc Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 2x4 3x8 4x8 4x6 3x6 3x8 3x4 6x10 4x6 8x16 2x4 4x6 3x6 3x8 4x8 2x4 3x6 3x12 4-2-1 4-2-1 12-1-3 7-11-2 17-5-12 5-4-9 26-0-13 8-7-1 27-11-6 1-10-10 30-1-8 2-2-2 4-2-1 4-2-1 8-1-10 3-11-9 12-1-3 3-11-9 17-5-12 5-4-9 21-9-4 4-3-9 26-0-13 4-3-9 27-11-6 1-10-10 30-1-8 2-2-2 31-8-0 1-6-8 1-10-211-11-21-3-80-1-23-0-08-10-010.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [6:0-3-8,0-2-0], [10:0-3-5,0-1-8], [18:0-5-4,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.40 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.47 0.09 (loc) 14-15 14-15 12 14-15 l/defl >999 >905 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 381 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* 4-17,4-15,5-15,6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS.(lb/size) 19=1365/0-5-8, 12=2238/0-5-8 Max Horz 19=-312(LC 3) Max Uplift19=-40(LC 5), 12=-153(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1333/109, 1-2=-3357/202, 2-3=-3302/289, 3-4=-1741/133, 4-5=-1368/115, 5-6=-1864/119, 6-7=-6372/143, 7-8=-6461/61, 8-9=-3869/80, 9-10=-3983/70, 10-12=-2093/132 BOT CHORD 18-19=-335/412, 17-18=-163/1631, 16-17=-74/1282, 16-20=-74/1282, 15-20=-74/1282, 14-15=0/2060, 13-14=0/3676 WEBS 1-18=-89/2593, 3-18=-301/1474, 3-17=-562/171, 4-17=-55/651, 4-15=-142/280, 5-15=-24/864, 6-15=-1024/154, 6-14=-52/4361, 8-14=0/1940, 8-13=-1499/11, 10-13=-11/3029 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 19, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 12=153. 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) 778 lb down and 54 lb up at 25-11-1 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. July 24,2018 Job B18802171 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092805 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:07 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-pP30Zk2B2?x?HpaZamTPmzyQ2tU6O4_TzZnzIPyusRc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-100, 10-11=-100, 18-19=-20, 17-18=-20, 17-20=-60, 14-20=-20, 12-14=-20 Concentrated Loads (lb) Vert: 14=-778(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 B18802171 Truss TG08 Truss Type Roof Special Girder Qty 2 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092806 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-pP30Zk2B2?x?HpaZamTPmzyUctVnO5PTzZnzIPyusRc Scale = 1:110.8 1 2 3 4 5 6 7 813 12 11 10 9 14 15 2x4 4x8 3x6 3x6 2x4 4x6 8x8 4x8 2x4 4x8 3x6 3x6 7-5-10 7-5-10 13-1-5 5-7-11 14-11-14 1-10-10 17-2-0 2-2-2 1-9-15 1-9-15 7-5-10 5-7-11 13-1-5 5-7-11 14-11-14 1-10-10 17-2-0 2-2-2 18-8-8 1-6-8 9-6-1011-0-1414-0-141-3-83-0-010.00 12 10.00 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 0.36 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.16 0.04 (loc) 11 11-12 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-12,1-13,2-13: 2x4 SPF No.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, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 1-13 REACTIONS.(lb/size) 9=1654/0-5-8, 13=1019/0-5-8 Max Horz 13=-446(LC 3) Max Uplift9=-143(LC 6), 13=-85(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1213/207, 3-4=-987/18, 4-5=-1177/0, 5-6=-4766/0, 6-7=-2764/12, 7-9=-1557/123 BOT CHORD 13-14=-96/368, 14-15=-96/368, 12-15=-96/368, 11-12=0/3356, 10-11=0/2570 WEBS 2-12=-214/1495, 3-12=-387/248, 5-12=-2597/97, 5-11=0/2699, 6-11=0/1650, 6-10=-1104/0, 7-10=0/2069, 2-13=-857/193 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) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 9=143. 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) 819 lb down and 56 lb up at 13-1-5 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-100, 7-8=-100, 13-14=-20, 14-15=-60, 11-15=-20, 9-11=-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. July 24,2018 Job B18802171 Truss TG08 Truss Type Roof Special Girder Qty 2 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092806 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:07 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-pP30Zk2B2?x?HpaZamTPmzyUctVnO5PTzZnzIPyusRc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-819(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 B18802171 Truss TG09 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092807 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-HbdPn32ppJ3svz9l8U?eIBVhtHqh7jAcCDXWqryusRb Scale = 1:13.412 4 35 2x4 4x6 2x4 4x6 3-6-0 3-6-0 3-6-0 3-6-0 1-8-2LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=797/Mechanical, 3=839/Mechanical Max Uplift4=-42(LC 3), 3=-44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-257/44, 2-3=-257/44 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: 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; 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) 4, 3. 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) 1059 lb down and 36 lb up at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-160(F=-100), 3-4=-20 Concentrated Loads (lb) Vert: 5=-1059(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. July 24,2018 Job B18802171 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092808 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-HbdPn32ppJ3svz9l8U?eIBVfQHsE7bXcCDXWqryusRb Scale = 1:80.1 1 2 3 4 5 6 7 12 11 10 9 8 4x6 2x4 5x6 4x8 3x6 2x4 8x8 3x8 3x12 3x6 3x6 8-0-0 8-0-0 13-1-5 5-1-5 14-11-14 1-10-10 17-2-0 2-2-2 2-3-4 2-3-4 8-0-0 5-8-12 13-1-5 5-1-5 14-11-14 1-10-10 17-2-0 2-2-2 18-8-8 1-6-8 7-9-155-8-1410-9-151-3-83-0-05-8-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.28 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.11 0.02 (loc) 10 10-11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 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, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 12=806/0-5-8, 8=1394/0-5-8 Max Horz 12=-289(LC 3) Max Uplift12=-42(LC 12), 8=-54(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-768/30, 3-4=-1089/0, 4-5=-3771/0, 5-6=-2224/0, 6-8=-1304/36 BOT CHORD 11-12=-95/289, 10-11=0/2665, 9-10=0/2055 WEBS 2-12=-781/91, 2-11=0/648, 3-11=0/371, 4-11=-1966/0, 4-10=0/2026, 5-10=0/1290, 5-9=-883/0, 6-9=0/1659 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: 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 and right 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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) 519 lb down at 13-1-5 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-100, 6-7=-100, 10-12=-20, 8-10=-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. July 24,2018 Job B18802171 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092808 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-HbdPn32ppJ3svz9l8U?eIBVfQHsE7bXcCDXWqryusRb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-519(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 B18802171 Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092809 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-lnBn_P3SadBjW7kxiBWtrO2qAhCVs2TmQtG4MHyusRa Scale = 1:100.1 1 2 3 4 5 6 7 8 915 14 13 12 11 10 2x4 6x6 6x6 3x6 3x6 2x4 4x6 8x8 3x8 3x6 4x6 3x12 3x6 3x6 2-6-11 2-6-11 7-10-0 5-3-5 13-1-5 5-3-5 14-11-14 1-10-10 17-2-0 2-2-2 1-1-3 1-1-3 2-6-11 1-5-8 7-10-0 5-3-5 13-1-5 5-3-5 14-11-14 1-10-10 17-2-0 2-2-2 18-8-8 1-6-8 9-6-1010-3-513-5-101-3-83-0-010-3-510.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.28 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.12 0.02 (loc) 12 12-13 10 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 277 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* 2-14,3-14,1-15,2-15: 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 1-15 REACTIONS.(lb/size) 10=1410/0-5-8, 15=811/0-5-8 Max Horz 15=-428(LC 3) Max Uplift10=-29(LC 14), 15=-39(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-330/78, 4-5=-862/0, 5-6=-1039/0, 6-7=-3831/0, 7-8=-2257/0, 8-10=-1317/11 BOT CHORD 14-15=-105/368, 13-14=0/737, 12-13=0/2697, 11-12=0/2094 WEBS 2-14=-88/708, 4-14=-826/77, 4-13=0/708, 6-13=-2030/0, 6-12=0/2095, 7-12=0/1304, 7-11=-909/0, 8-11=0/1686, 2-15=-716/119 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 15. 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) 540 lb down at 13-1-5 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss TG11 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092809 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:09 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-lnBn_P3SadBjW7kxiBWtrO2qAhCVs2TmQtG4MHyusRa LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-8=-100, 8-9=-100, 12-15=-20, 10-12=-20 Concentrated Loads (lb) Vert: 12=-540(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 B18802171 Truss TG12 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092810 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-E_l9Bl44LwJa8HJ8Fu16Ocayb5VIbTovfX0dvjyusRZ Scale = 1:80.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 1718 19 20 21 4x6 2x4 5x12 8x8 3x6 2x4 5x8 3x6 4x6 2x4 3x6 3x6 3-10-14 3-10-14 7-6-4 3-7-6 13-1-5 5-7-1 15-2-8 2-1-3 17-2-0 1-11-8 3-10-14 3-10-14 7-6-4 3-7-6 13-3-0 5-8-12 15-2-8 1-11-8 16-10-8 1-8-0 17-2-0 0-3-8 18-8-8 1-6-8 7-9-151-4-610-9-151-3-83-0-01-4-610.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-5-4,Edge], [10:0-2-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.44 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.29 0.20 0.13 (loc) 10-11 10-11 8 10-11 l/defl >999 >708 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 *Except* 1-3: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-9 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 13=990/0-5-8, 8=1493/0-5-8 Max Horz 13=-363(LC 13) Max Uplift13=-315(LC 6), 8=-337(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1137/234, 3-14=-1159/255, 3-15=-3718/869, 15-16=-3716/868, 4-16=-3715/868, 4-5=-4586/1061, 5-6=-2224/383, 6-8=-1410/307 BOT CHORD 12-13=-176/836, 12-17=-1251/4233, 17-18=-1251/4233, 18-19=-1251/4233, 11-19=-1251/4233, 11-20=-1255/4231, 20-21=-1255/4231, 10-21=-1255/4231, 9-10=-376/2100 WEBS 2-13=-1225/393, 2-12=-368/1332, 3-12=-3522/1114, 3-10=-578/395, 4-10=-402/2545, 5-9=-1054/215, 6-9=-276/1650, 5-10=-593/2021 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 0-8-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 10-4 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=315, 8=337. 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) 45 lb down and 76 lb up at 7-2-4, 50 lb down and 73 lb up at 9-2-4, and 50 lb down and 73 lb up at 11-2-4, and 81 lb down and 136 lb up at 13-3-0 on top chord, and 159 lb down at 4-5-12, 58 lb down and 138 lb up at 5-2-4, 14 lb down and 52 lb up at 7-2-4, 14 lb down and 52 lb up at 9-2-4, 14 lb down and 52 lb up at 11-2-4, and 540 lb down at 13-2-5, and 29 lb down and 83 lb up at 13-2-5 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. July 24,2018 Job B18802171 Truss TG12 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092810 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:10 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-E_l9Bl44LwJa8HJ8Fu16Ocayb5VIbTovfX0dvjyusRZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-100, 6-7=-100, 10-13=-20, 8-10=-20 Concentrated Loads (lb) Vert: 4=-5(B) 10=-538(F=-540, B=1) 14=-13(B) 15=-13(B) 16=-13(B) 17=-159(B) 18=-58(B) 19=-4(B) 20=-4(B) 21=-4(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 B18802171 Truss TG13 Truss Type Flat Girder Qty 2 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092811 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-E_l9Bl44LwJa8HJ8Fu16Oca1N5YbbdfvfX0dvjyusRZ Scale = 1:13.412 4 35 2x4 4x6 2x4 4x6 3-6-0 3-6-0 3-6-0 3-6-0 1-8-2LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=539/Mechanical, 3=560/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-257/44, 2-3=-257/44 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: 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; 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) This truss 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) 521 lb down at 1-9-12 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: 1-2=-160(F=-100), 3-4=-20 Concentrated Loads (lb) Vert: 5=-521(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. July 24,2018 Job B18802171 Truss TG14 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092812 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-iAJXP55i6ERQmRuKpcYLwp72yUj7K_Q2uBlARAyusRY Scale = 1:80.0 1 2 3 4 5 8 7 69 10 11 4x6 4x6 3x6 4x6 10x10 3x4 4x6 6-1-8 6-1-8 12-11-0 6-9-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-6-8 4-6-8 12-11-0 5-4-8 1-3-810-1-13-9-1314.00 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) 0.76 0.91 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.24 0.01 0.02 (loc) 6-7 6-7 6 7 l/defl >999 >627 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=3477/0-5-8, 8=2221/0-5-8 Max Horz 8=296(LC 4) Max Uplift6=-114(LC 5), 8=-497(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2448/601, 4-5=-1886/459, 5-6=-2067/461, 2-8=-307/207 BOT CHORD 7-8=-434/1404 WEBS 3-7=-129/293, 4-7=-691/2873, 5-7=-342/1196, 3-8=-2404/355 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=114, 8=497. 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) 2136 lb down and 1135 lb up at 6-1-8, 826 lb down at 8-0-12, and 790 lb down at 10-0-12, and 854 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 7=-2136(B) 9=-826(B) 10=-790(B) 11=-854(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. July 24,2018 Job B18802171 Truss TG15 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092813 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-AMsvcR6KsYZHNaTWNJ3aT1gIkuAw3OUC7rVkzcyusRX Scale = 1:73.3 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 20 21 22 23 3x4 3x6 3x6 4x6 4x6 4x6 3x4 2x4 4x8 2x4 6x10 8-10-4 8-10-4 17-5-0 8-6-12 22-7-8 5-2-8 8-10-4 8-10-4 17-5-0 8-6-12 22-7-8 5-2-8 8-3-810-3-82-0-0Plate Offsets (X,Y)-- [8:0-7-4,0-4-0] 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) 0.43 0.49 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.03 0.13 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 312 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 4-7: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-11,2-9,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. 1 Row at midpt 4-8 WEBS 1 Row at midpt 1-11, 5-6 REACTIONS.(lb/size) 11=2156/Mechanical, 6=2175/0-5-8 Max Uplift11=-1123(LC 3), 6=-1454(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1690/897, 1-2=-1641/920, 2-3=-1641/920, 3-4=-1641/920, 4-5=-1155/692, 5-6=-1889/1103 BOT CHORD 9-17=-690/1157, 17-18=-696/1164, 18-19=-701/1173, 19-20=-701/1174, 20-21=-707/1181, 8-21=-713/1195, 4-8=-853/331 WEBS 1-9=-1229/2183, 2-9=-581/187, 4-9=-292/625, 5-8=-1270/2122 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, 2x4 - 1 row 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; 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, 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) except (jt=lb) 11=1123, 6=1454. 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) 199 lb down and 191 lb up at 1-9-12, 199 lb down and 191 lb up at 3-9-12, 199 lb down and 191 lb up at 5-9-12, 199 lb down and 191 lb up at 7-9-12, 199 lb down and 191 lb up at 9-9-12, 199 lb down and 191 lb up at 11-9-12, 199 lb down and 191 lb up at 13-9-12, 199 lb down and 191 lb up at 15-9-12, 199 lb down and 299 lb up at 17-6-12, and 199 lb down and 299 lb up at 19-9-12, and 202 lb down and 297 lb up at 21-9-12 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. July 24,2018 Job B18802171 Truss TG15 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092813 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:12 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-AMsvcR6KsYZHNaTWNJ3aT1gIkuAw3OUC7rVkzcyusRX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 11-14=-60, 14-19=-20, 8-19=-60, 6-7=-20 Concentrated Loads (lb) Vert: 8=-199 12=-199 13=-199 15=-199 16=-199 17=-199 18=-199 20=-199 21=-199 22=-199 23=-202 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802171 Truss TG16 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092814 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-AMsvcR6KsYZHNaTWNJ3aT1gGjuAC3TdC7rVkzcyusRX Scale = 1:65.2 1 2 3 4 5 6 7 11 10 9 812 13 14 15 6x6 6x6 2x4 3x8 4x6 3x6 4x6 2x4 4x6 4x6 6-1-5 6-1-5 8-5-11 2-4-7 14-7-0 6-1-5 -1-2-8 1-2-8 2-6-0 2-6-0 6-1-5 3-7-5 8-5-11 2-4-7 12-1-0 3-7-5 14-7-0 2-6-0 1-11-88-11-19-1-01-11-88-11-114.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] 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) 0.56 0.47 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.01 0.01 (loc) 8-9 8-9 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-10,5-10,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=1870/0-3-8, 8=2618/0-3-8 Max Horz 11=249(LC 4) Max Uplift11=-313(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1712/396, 4-5=-1051/300, 5-6=-1814/192, 6-7=-314/21, 7-8=-273/16 BOT CHORD 10-11=-290/870, 10-12=-103/1110, 9-12=-103/1110, 9-13=-44/952, 13-14=-44/952, 14-15=-44/952, 8-15=-44/952 WEBS 3-10=-119/358, 4-10=-265/1061, 5-10=-550/28, 5-9=0/1339, 6-9=-80/339, 3-11=-1748/262, 6-8=-1695/141 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) 11=313. 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) 1141 lb down and 679 lb up at 6-0-0, 575 lb down at 7-11-4, 537 lb down at 9-11-4, and 503 lb down at 11-11-4, and 508 lb down at 13-11-4 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: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 8-11=-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. July 24,2018 Job B18802171 Truss TG16 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092814 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:12 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-AMsvcR6KsYZHNaTWNJ3aT1gGjuAC3TdC7rVkzcyusRX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1141(F) 12=-575(F) 13=-537(F) 14=-503(F) 15=-508(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 B18802171 Truss TG17 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092815 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-eZQIqn6ydrh8?k2jx1ap?ECU7IaGoxhLLVEHV2yusRW Scale = 1:42.4 1 2 3 4 5 6 10 9 8 711 12 13 6x6 6x6 2x4 2x4 3x4 3x6 3x6 3x8 3-4-1 3-4-1 11-2-15 7-10-14 14-7-0 3-4-1 -1-2-8 1-2-8 3-4-1 3-4-1 11-2-15 7-10-14 14-7-0 3-4-1 15-9-8 1-2-8 1-11-85-8-55-10-41-11-85-8-514.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [4:0-3-15,0-3-0] 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) 0.33 0.23 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 0.06 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 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) 10=1288/0-3-8, 7=1244/0-3-8 Max Horz 10=154(LC 4) Max Uplift10=-552(LC 5), 7=-546(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1168/575, 3-4=-695/404, 4-5=-1121/568, 2-10=-1409/633, 5-7=-1356/625 BOT CHORD 9-11=-422/724, 11-12=-422/724, 12-13=-422/724, 8-13=-422/724 WEBS 3-9=-377/510, 4-8=-361/468, 2-9=-450/873, 5-8=-445/838 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=552, 7=546. 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) 325 lb down and 329 lb up at 3-4-1, 165 lb down and 119 lb up at 5-1-14, 165 lb down and 119 lb up at 7-1-14, and 165 lb down and 119 lb up at 9-1-14, and 325 lb down and 329 lb up at 11-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 9-10=-20, 9-11=-60, 7-11=-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. July 24,2018 Job B18802171 Truss TG17 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092815 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:13 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-eZQIqn6ydrh8?k2jx1ap?ECU7IaGoxhLLVEHV2yusRW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-325 8=-325 11=-165 12=-165 13=-165 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802171 Truss TG18 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092816 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-eZQIqn6ydrh8?k2jx1ap?ECUDIaBoxmLLVEHV2yusRW Scale = 1:61.2 1 2 3 6 5 4 7 8 9 1011 12 13 14 15 16 2x4 3x4 5x8 3x4 3x8 2x4 3x6 3x6 6-1-8 6-1-8 12-6-8 6-5-0 6-1-8 6-1-8 12-6-8 6-5-0 8-7-81-0-08-7-8Plate Offsets (X,Y)-- [3:0-1-8,0-3-0] 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) 0.32 0.23 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.01 0.05 (loc) 4-5 4-5 8 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 191 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* 1-5,3-5: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6 REACTIONS.(lb/size) 6=1161/Mechanical, 8=1207/0-3-0 Max Uplift6=-667(LC 3), 8=-753(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-873/513, 1-2=-535/342, 2-3=-535/342, 4-7=-285/405, 3-7=-285/405 WEBS 1-5=-575/897, 2-5=-422/137, 3-5=-518/805, 3-8=-1208/754 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; 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=667, 8=753. 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) 193 lb down and 223 lb up at 1-9-12, 193 lb down and 223 lb up at 3-9-12, 193 lb down and 223 lb up at 5-9-12, 193 lb down and 223 lb up at 7-9-12, and 193 lb down and 223 lb up at 9-9-12, and 193 lb down and 223 lb up at 11-0-10 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. July 24,2018 Job B18802171 Truss TG18 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092816 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:13 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-eZQIqn6ydrh8?k2jx1ap?ECUDIaBoxmLLVEHV2yusRW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 6-10=-60, 10-14=-20, 4-14=-60 Concentrated Loads (lb) Vert: 9=-193 11=-193 12=-193 13=-193 15=-193 16=-193 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802171 Truss TG19 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092817 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-6l_g177aO9p?dudvUk52YSlheixwXNCVa9_r2VyusRV Scale = 1:59.3 1 2 3 4 5 9 8 7 6 2x4 4x6 2x4 4x6 8x8 3x6 3x4 4x8 1-8-3 1-8-3 4-6-14 2-10-11 6-0-0 1-5-2 -1-2-8 1-2-8 1-8-3 1-8-3 4-6-14 2-10-11 6-0-0 1-5-2 1-10-107-2-105-9-81-5-214.00 12 14.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-1-12] 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) 0.22 0.14 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.02 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=398/0-5-8, 6=526/Mechanical Max Horz 9=258(LC 5) Max Uplift9=-23(LC 3), 6=-473(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-368/258, 2-3=-326/254 BOT CHORD 8-9=-334/35, 7-8=-267/182 WEBS 3-8=-255/112, 4-7=-359/348, 4-6=-386/374 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=473. 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) 386 lb down and 408 lb up at 4-6-14 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, 2-4=-60, 4-5=-60, 8-9=-20, 6-8=-20 Concentrated Loads (lb) Vert: 7=-386 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss TG20 Truss Type Hip Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092818 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-6l_g177aO9p?dudvUk52YSlk5izCXQEVa9_r2VyusRV Scale = 1:20.2 1 2 3 4 56 8 7 5x8 5x8 4x6 4x6 3x4 2x4 1-9-5 1-9-5 2-6-11 0-9-7 4-4-0 1-9-5 -0-8-0 0-8-0 1-9-5 1-9-5 2-6-11 0-9-7 4-4-0 1-9-5 4-10-8 0-6-8 0-8-42-9-10-8-42-9-114.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-2-0], [3:0-2-11,Edge], [4:0-2-11,Edge], [5:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 8 8 5 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 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 4-4-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=352/0-3-8, 5=341/0-3-8 Max Horz 2=61(LC 4) Max Uplift2=-109(LC 5), 5=-103(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/104, 4-5=-293/97 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=109, 5=103. 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) 140 lb down and 80 lb up at 1-9-5, and 140 lb down and 80 lb up at 2-5-11 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, 3-4=-60, 4-6=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=-140 7=-140 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss TG21 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092819 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-axY2FT8C9TxsE2B52SdH5fIuU6JrGu_eppjOaxyusRU Scale = 1:23.0 1 2 3 4 5 6 4x6 4x6 4x6 2x4 2-2-0 2-2-0 4-4-0 2-2-0 -0-8-0 0-8-0 2-2-0 2-2-0 4-4-0 2-2-0 4-10-8 0-6-8 0-8-43-2-90-8-414.00 12 Plate Offsets (X,Y)-- [3:Edge,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) 0.02 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 6 4 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E 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 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=373/0-3-8, 4=363/0-3-8 Max Horz 2=71(LC 4) Max Uplift2=-43(LC 5), 4=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/27, 3-4=-254/24 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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: 1-3=-60, 3-5=-60, 2-4=-100(F=-80) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss TG22 Truss Type Flat Girder Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092820 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-axY2FT8C9TxsE2B52SdH5fIt16IlGuveppjOaxyusRU Scale = 1:28.21 2 4 35 2x4 3x4 2x4 4x6 2-7-14 2-7-14 2-7-14 2-7-14 4-0-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=155/0-3-8, 3=179/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down at 1-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-145(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. July 24,2018 Job B18802171 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092821 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-286QSp9rwm3jsCmHc98Wdtqz0VbP?KKo2TTx6NyusRT Scale = 1:28.7 1 2 3 5 42x4 4x6 2x4 2x4 2x4 4-9-2 4-9-2 3-7-2 3-7-2 4-9-2 1-2-0 0-0-44-2-52-9-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,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) 0.42 0.20 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-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 4-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=125/4-8-14, 4=20/4-8-14, 5=199/4-8-14 Max Horz 1=92(LC 6) Max Uplift4=-37(LC 7), 5=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092822 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-286QSp9rwm3jsCmHc98Wdtq1SVeb?Kno2TTx6NyusRT Scale = 1:18.7 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-3-15 3-3-15 2-1-15 2-1-15 3-3-15 1-2-0 0-0-42-6-51-1-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,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) 0.13 0.06 0.02 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=70/3-3-12, 4=35/3-3-12, 5=124/3-3-12 Max Horz 1=49(LC 5) Max Uplift1=-16(LC 7), 4=-29(LC 7), 5=-10(LC 5) Max Grav 1=70(LC 10), 4=35(LC 1), 5=124(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092823 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-286QSp9rwm3jsCmHc98Wdtq_dVYV?Ilo2TTx6NyusRT Scale: 1/4"=1' 1 2 3 5 43x6 4x6 2x4 2x4 2x4 6-0-10 6-0-10 4-9-6 4-9-6 6-0-10 1-3-4 0-0-45-6-154-1-214.00 12 Plate Offsets (X,Y)-- [2:Edge,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) 0.38 0.39 0.15 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: 23 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 6-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=153/6-0-6, 4=-57/6-0-6, 5=352/6-0-6 Max Horz 1=133(LC 6) Max Uplift4=-81(LC 10), 5=-115(LC 6) Max Grav 1=153(LC 1), 4=35(LC 5), 5=352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=115. 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. July 24,2018 Job B18802171 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092824 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-XKgof89Th4BaUMLUAsflA4N9hvy9kngxG7CVepyusRS Scale = 1:27.0 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 4-7-7 4-7-7 3-4-3 3-4-3 4-7-7 1-3-4 0-0-43-10-152-5-214.00 12 Plate Offsets (X,Y)-- [2:Edge,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) 0.36 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-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 4-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=116/4-7-4, 4=29/4-7-4, 5=188/4-7-4 Max Horz 1=81(LC 6) Max Uplift1=-3(LC 7), 4=-37(LC 7), 5=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092825 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-XKgof89Th4BaUMLUAsflA4NDXv_0kn3xG7CVepyusRS Scale = 1:17.0 1 2 3 5 4 2x4 4x6 3x6 2x4 3-2-5 3-2-5 1-11-1 1-11-1 3-2-5 1-3-4 0-0-42-2-150-9-214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.05 0.02 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: 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=61/3-2-2, 4=40/3-2-2, 5=117/3-2-2 Max Horz 1=52(LC 5) Max Uplift1=-29(LC 7), 4=-35(LC 7), 5=-18(LC 5) 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, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 24,2018 Job B18802171 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 208 Jacksons Grant Job Reference (optional) I34092826 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jul 24 12:00:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:vH7ZzHV7tX646OVVott6znyvARr-?WEBtUA5SOJR5VwgjaA_iIvHmJFyTEe4Vny2BGyusRR Scale = 1:24.8 1 2 32x4 2x4 2x4 4-2-14 4-2-14 0-0-43-6-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.32 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: 12 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 4-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=148/4-2-9, 3=148/4-2-9 Max Horz 1=95(LC 6) Max Uplift3=-52(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. July 24,2018 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.