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HomeMy WebLinkAboutGN010.7 Engineer stamp16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 1,2022 Garcia, Juan Pages or sheets covered by this seal: I53401503 thru I53401554 My license renewal date for the state of Indiana is July 31, 2024. J22205377 LOT#1 SUNRISIE IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss CG01 Truss Type Diagonal Hip Girder Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401503 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-0UVSDF3bIBFmRS5muhnVu4Ml6UqHEYkPVu7FTJysGvP Scale = 1:30.6 1 2 3 5 4 6 7 8 9 3x4 6x6 3x4 4x6 8-4-58-4-5 -2-7-13 2-7-13 8-4-5 8-4-5 1-10-104-10-24-6-90-3-84-10-14.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.34 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.12 -0.00 (loc) 4-5 4-5 4 l/defl >999 >834 n/a L/d 240 240 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS. (size)5=0-4-9, 4=0-1-8 Max Horz 5=143(LC 4) Max Uplift 5=-223(LC 4), 4=-185(LC 8) Max Grav 5=483(LC 1), 4=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-393/174 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=223, 4=185. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 97 lb up at 2-9-8, 72 lb down and 97 lb up at 2-9-8, and 83 lb down and 63 lb up at 5-7-7, and 83 lb down and 63 lb up at 5-7-7 on top chord, and 16 lb down and 54 lb up at 2-9-8, 16 lb down and 54 lb up at 2-9-8, and 28 lb down and 43 lb up at 5-7-7, and 28 lb down and 43 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=65(F=32, B=32) 9=-20(F=-10, B=-10) August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss CG02 Truss Type Diagonal Hip Girder Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401504 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-Ug3qRa3D3VNd3cgySPIkRIvwku9Wz?OYkYto?lysGvO Scale = 1:30.1 1 2 3 5 4 6 7 8 9 3x4 6x6 3x4 4x6 8-4-58-4-5 -2-7-13 2-7-13 8-4-5 8-4-5 1-9-104-9-24-5-90-3-84-9-14.24 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.34 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 0.08 (loc) 4-5 4-5 4 4-5 l/defl >999 >839 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=0-1-8 Max Horz 5=144(LC 4) Max Uplift 5=-220(LC 4), 4=-180(LC 8) Max Grav 5=483(LC 1), 4=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-393/175 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=220, 4=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 97 lb up at 2-9-8, 72 lb down and 97 lb up at 2-9-8, and 83 lb down and 63 lb up at 5-7-7, and 83 lb down and 63 lb up at 5-7-7 on top chord, and 14 lb down and 52 lb up at 2-9-8, 14 lb down and 52 lb up at 2-9-8, and 27 lb down and 41 lb up at 5-7-7, and 27 lb down and 41 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=65(F=32, B=32) 9=-20(F=-10, B=-10) August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401505 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-ytdDew4rqoVUhlF8?6pzzVS69IYXiTniyCcLYBysGvN Scale = 1:22.5 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 5-10-85-10-8 -3-4-9 3-4-9 5-10-8 5-10-8 1-10-103-6-33-2-110-3-83-6-33.33 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=91(LC 5) Max Uplift 5=-227(LC 4), 4=-82(LC 8) Max Grav 5=491(LC 1), 4=141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-435/230 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=227. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 57 lb up at 3-6-6, and 66 lb down and 86 lb up at 3-6-9 on top chord, and 17 lb down and 26 lb up at 3-6-6, and 19 lb down and 54 lb up at 3-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=29(F) 7=-3(B) August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J01 Truss Type Jack-Open Qty 5 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401506 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-R3BbrG5Ta6dLIvqLZpKCWj_IjitYRv7rBsMv4eysGvM Scale = 1:17.7 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-10-8 1-10-8 2-0-7 2-0-7 1-10-102-10-146.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 7) Max Uplift 6=-31(LC 10), 3=-12(LC 1), 4=-43(LC 10) Max Grav 6=261(LC 1), 3=19(LC 6), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-70/363 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J02 Truss Type Jack-Open Qty 5 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401507 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-R3BbrG5Ta6dLIvqLZpKCWj_IjinHRuSrBsMv4eysGvM Scale = 1:22.5 1 2 6 5 3 4 2x4 3x4 3x6 1-0-01-0-0 4-0-73-0-7 -1-10-8 1-10-8 4-0-7 4-0-7 1-10-103-10-143-6-33-10-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.58 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.03 -0.08 (loc) 4-5 4-5 3 l/defl >812 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=100(LC 7) Max Uplift 6=-30(LC 10), 3=-56(LC 10), 4=-20(LC 10) Max Grav 6=306(LC 1), 3=83(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/41 WEBS 2-5=-127/505 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J03 Truss Type Jack-Open Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401508 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-vFkz3c65LQlCw3PX7XsR2wXTT5DnALM_QW5Sc4ysGvL Scale = 1:17.7 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-10-8 1-10-8 2-0-7 2-0-7 1-10-102-10-142-6-32-10-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 7) Max Uplift 6=-31(LC 10), 3=-12(LC 1), 4=-43(LC 10) Max Grav 6=261(LC 1), 3=19(LC 6), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-70/363 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J04 Truss Type Jack-Open Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401509 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-NSILGy6k6jt3YD_jhENgb84eDVTlvnx8fAr08WysGvK Scale = 1:22.5 1 2 6 5 3 4 2x4 3x4 3x6 1-0-01-0-0 4-0-73-0-7 -1-10-8 1-10-8 4-0-7 4-0-7 1-10-103-10-143-6-33-10-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.58 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.03 -0.08 (loc) 4-5 4-5 3 l/defl >812 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=100(LC 7) Max Uplift 6=-30(LC 10), 3=-56(LC 10), 4=-20(LC 10) Max Grav 6=306(LC 1), 3=83(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/41 WEBS 2-5=-127/505 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J05 Truss Type Jack-Open Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401510 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-NSILGy6k6jt3YD_jhENgb84eDVZGvoh8fAr08WysGvK Scale = 1:17.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-10-8 1-10-8 2-0-7 2-0-7 1-9-102-9-142-5-32-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.23 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=74(LC 7) Max Uplift 6=-33(LC 10), 3=-12(LC 1), 4=-41(LC 10) Max Grav 6=261(LC 1), 3=19(LC 6), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-64/345 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J06 Truss Type Jack-Open Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401511 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-resjUI7Mt10w9NZwEyuv8LcpzvqYeEJHtqaZhzysGvJ Scale = 1:22.1 1 2 6 5 3 4 2x4 3x4 3x6 1-0-01-0-0 4-0-73-0-7 -1-10-8 1-10-8 4-0-7 4-0-7 1-9-103-9-143-5-33-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.54 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.03 -0.07 (loc) 4-5 4-5 3 l/defl >862 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=99(LC 7) Max Uplift 6=-32(LC 10), 3=-56(LC 10), 4=-18(LC 10) Max Grav 6=306(LC 1), 3=83(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/32 WEBS 2-5=-119/481 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J07 Truss Type Jack-Open Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401512 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-resjUI7Mt10w9NZwEyuv8LcpzvqYeEJHtqaZhzysGvJ Scale = 1:22.1 1 2 6 5 3 4 2x4 3x4 3x6 1-0-01-0-0 4-0-73-0-7 -1-10-8 1-10-8 4-0-7 4-0-7 1-9-103-9-140-4-113-5-33-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.54 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.03 -0.07 (loc) 4-5 4-5 3 l/defl >862 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=99(LC 7) Max Uplift 6=-32(LC 10), 3=-56(LC 10), 4=-18(LC 10) Max Grav 6=306(LC 1), 3=83(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/32 WEBS 2-5=-119/481 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J08 Truss Type Jack-Open Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401513 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-JqQ6he8_eL8nnX76ofP8gZ9_jJFkNiBR6TK6DPysGvI Scale = 1:17.2 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 -1-10-8 1-10-8 2-0-7 2-0-7 1-9-102-9-142-5-32-9-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.23 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=74(LC 7) Max Uplift 6=-33(LC 10), 3=-12(LC 1), 4=-41(LC 10) Max Grav 6=261(LC 1), 3=19(LC 6), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-64/345 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401514 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-n1_Uv_9cPeGePhiIMNwNDmi9Tjao69MaL73glrysGvH Scale = 1:17.6 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 2-0-21-0-2 -1-10-8 1-10-8 2-0-2 2-0-2 1-10-102-10-112-6-02-10-116.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a 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 *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=76(LC 7) Max Uplift 6=-31(LC 10), 3=-14(LC 1), 4=-43(LC 10) Max Grav 6=261(LC 1), 3=19(LC 6), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-69/361 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401515 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-n1_Uv_9cPeGePhiIMNwNDmi9wjYj69PaL73glrysGvH Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-0-01-0-0 4-0-143-0-14 -1-10-8 1-10-8 4-0-14 4-0-14 1-6-102-10-152-6-122-10-154.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.04 0.04 (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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=77(LC 7) Max Uplift 6=-105(LC 6), 3=-49(LC 10), 4=-3(LC 6) Max Grav 6=308(LC 1), 3=84(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-269/73 WEBS 2-5=-77/352 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 except (jt=lb) 6=105. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401516 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-FDYs6KAEAyOU0qHUw4Rcl_EON6xjrdMjZnpDIHysGvG Scale = 1:17.7 1 5 4 2 3 2x4 3x4 2x4 1-0-01-0-0 2-0-71-0-7 2-0-7 2-0-7 1-10-102-10-142-6-32-10-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 5=57(LC 7) Max Uplift 2=-35(LC 10), 3=-25(LC 7) Max Grav 5=73(LC 1), 2=55(LC 1), 3=39(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401517 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-jP6EKfAsxGWLe_shToyrIBnWkWFKa3GtoRYmqkysGvF Scale = 1:22.5 1 5 4 2 3 2x4 3x4 2x4 1-0-01-0-0 4-0-73-0-7 4-0-7 4-0-7 1-10-103-10-143-6-33-10-136.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.30 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.05 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 5=76(LC 10) Max Uplift 2=-73(LC 10), 3=-10(LC 10) Max Grav 5=153(LC 1), 2=115(LC 1), 3=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-4=-110/272 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss M01 Truss Type Monopitch Qty 6 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401518 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-CbgcX?BUiZeCG8Rt1VU4rPKbdwZWJV5015IKMAysGvE Scale = 1:34.8 1 2 3 5 4 3x6 3x4 6x8 6x6 7-3-87-3-8 -1-10-8 1-10-8 7-3-8 7-3-8 1-10-105-6-65-2-140-3-85-6-66.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.43 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 -0.00 -0.02 (loc) 4-5 4-5 4 4-5 l/defl >921 >470 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=223(LC 7) Max Uplift 5=-73(LC 10), 4=-83(LC 10) Max Grav 5=419(LC 1), 4=262(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-347/274 WEBS 2-4=-137/285 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss M02 Truss Type Monopitch Qty 25 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401519 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-goD?kLC7Ttm3tI03bC?JNcsohKwS2zYAGl1tucysGvD Scale = 1:31.0 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-10-8 1-10-8 6-0-0 6-0-0 1-10-104-10-104-7-20-3-84-10-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.38 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 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 *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=126(LC 10) Max Uplift 5=-33(LC 10), 4=-103(LC 10) Max Grav 5=371(LC 1), 4=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/188 BOT CHORD 4-5=-306/86 WEBS 2-4=-90/319 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss M03 Truss Type Monopitch Qty 18 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401520 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-goD?kLC7Ttm3tI03bC?JNcsohKwS2zZAGl1tucysGvD Scale = 1:30.6 1 2 3 5 4 2x4 2x4 3x4 3x4 -1-10-8 1-10-8 6-0-0 6-0-0 1-9-104-9-104-6-20-3-84-9-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.38 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 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 *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=127(LC 10) Max Uplift 5=-35(LC 10), 4=-101(LC 10) Max Grav 5=371(LC 1), 4=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/193 BOT CHORD 4-5=-305/85 WEBS 2-4=-88/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=101. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss M04 Truss Type Monopitch Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401521 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-8_nNyhDlEBuwVSbG9wWYwqPzikGhnQ2JUPnRR3ysGvC Scale = 1:22.7 1 2 3 5 4 2x4 2x4 3x4 3x4 6-0-06-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 1-6-103-6-103-3-20-3-83-6-104.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.38 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=94(LC 7) Max Uplift 5=-110(LC 6), 4=-69(LC 10) Max Grav 5=371(LC 1), 4=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/334 BOT CHORD 4-5=-257/61 WEBS 2-4=-63/263 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=110. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T01 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401522 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-cALl91DN?U0n7cASid1nS1y267SFWplTj3W_zVysGvB Scale = 1:46.1 1 2 3 4 5 6 11 10 9 8 71213 4x6 4x8 6x8 3x4 3x6 4x8 3x4 4x8 8x8 3x4 8-0-08-0-0 17-5-09-5-0 25-5-08-0-0 -1-10-8 1-10-8 8-0-0 8-0-0 12-8-8 4-8-8 17-5-0 4-8-8 25-5-0 8-0-0 1-9-105-7-155-9-101-9-105-7-156.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-0,0-1-15], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.94 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 0.02 0.04 (loc) 8-10 8-10 7 8-10 l/defl >999 >692 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-9 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=Mechanical Max Horz 11=101(LC 7) Max Uplift 11=-134(LC 10), 7=-90(LC 11) Max Grav 11=1193(LC 2), 7=1084(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1375/238, 3-4=-1144/261, 4-5=-1154/264, 5-6=-1379/233, 2-11=-1083/314, 6-7=-975/209 BOT CHORD 8-10=-165/1258 WEBS 3-10=0/339, 4-10=-287/134, 4-8=-276/133, 5-8=0/330, 2-10=-51/1008, 6-8=-66/1034 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 19-11-10, Exterior(2E) 19-11-10 to 25-3-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 7 except (jt=lb) 11=134. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T02 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401523 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-4Nv7NNE?mo8eklleGLY0?FUH8XpBFEdcyjGXVxysGvA Scale = 1:46.4 1 2 3 4 5 6 7 12 11 10 9 813 4x6 5x8 3x4 3x6 3x8 3x8 3x4 3x8 3x4 5x8 5x8 10-0-010-0-0 15-5-05-5-0 25-5-010-0-0 -1-10-8 1-10-8 5-1-4 5-1-4 10-0-0 4-10-12 15-5-0 5-5-0 20-3-12 4-10-12 25-5-0 5-1-4 1-9-106-7-156-9-101-9-106-7-156.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.89 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.54 0.04 0.03 (loc) 8-9 8-9 8 9-11 l/defl >999 >563 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-12, 6-8 REACTIONS. (size)12=0-3-8, 8=Mechanical Max Horz 12=113(LC 7) Max Uplift 12=-153(LC 10), 8=-108(LC 11) Max Grav 12=1188(LC 2), 8=1083(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1231/264, 4-5=-1052/269, 5-6=-1244/265, 2-12=-311/210 BOT CHORD 11-12=-179/1008, 9-11=-85/1062, 8-9=-183/1034 WEBS 4-11=0/273, 5-9=-14/303, 3-12=-1155/192, 6-8=-1165/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 19-11-10, Exterior(2E) 19-11-10 to 25-3-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=153, 8=108. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T03 Truss Type Hip Qty 2 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401524 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-YZTVajFdX6GVMvJrq23FYS1UlxGl_islAN?51NysGv9 Scale: 1/4"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 5x8 4x6 4x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x6 3x4 6-1-46-1-4 12-0-05-10-12 13-5-01-5-0 19-3-125-10-12 25-5-06-1-4 -1-10-8 1-10-8 6-1-4 6-1-4 12-0-0 5-10-12 13-5-0 1-5-0 19-3-12 5-10-12 25-5-0 6-1-4 1-9-107-7-157-9-101-9-107-7-156.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-0,0-1-15], [7:0-3-0,0-1-8], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.42 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.10 0.02 0.04 (loc) 11-13 11-13 8 11-13 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=Mechanical Max Horz 14=127(LC 7) Max Uplift 14=-168(LC 10), 8=-123(LC 11) Max Grav 14=1131(LC 1), 8=1000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1240/242, 3-4=-1041/271, 4-5=-857/279, 5-6=-1043/273, 6-7=-1252/242, 2-14=-1075/302, 7-8=-943/200 BOT CHORD 11-13=-173/1040, 10-11=-60/859, 9-10=-152/1058 WEBS 3-11=-270/151, 5-10=-60/282, 6-10=-296/159, 2-13=-86/1021, 7-9=-137/1016 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 19-11-10, Exterior(2E) 19-11-10 to 25-3-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=168, 8=123. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T04 Truss Type Common Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401525 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-0l1uo3GFHPOM_3u1OmaU4gafbLW8j4tvP1leaqysGv8 Scale = 1:49.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x6 3x8 3x8 8-6-88-6-8 16-10-88-4-0 25-5-08-6-8 -1-10-8 1-10-8 6-5-8 6-5-8 12-8-8 6-3-0 18-11-8 6-3-0 25-5-0 6-5-8 1-9-108-1-141-9-106.00 12 Plate Offsets (X,Y)-- [4:0-2-7,0-2-0], [6:0-2-7,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.80 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 0.04 0.04 (loc) 9-11 8-9 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-8 REACTIONS. (size)12=0-3-8, 8=Mechanical Max Horz 12=131(LC 7) Max Uplift 12=-171(LC 10), 8=-127(LC 11) Max Grav 12=1205(LC 2), 8=1095(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1306/357, 5-6=-1316/363, 2-12=-348/234 BOT CHORD 11-12=-199/1134, 9-11=-89/888, 8-9=-203/1141 WEBS 5-9=-112/504, 5-11=-107/488, 4-12=-1278/182, 6-8=-1281/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 7-4-14, Exterior(2R) 7-4-14 to 18-0-2, Interior(1) 18-0-2 to 19-11-10, Exterior(2E) 19-11-10 to 25-3-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 12=171, 8=127. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T05 Truss Type Half Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401526 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-UybG?OGt2jWDbDTDxT6jdt6l3lvYSZ82ehUC6GysGv7 Scale = 1:56.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 4x8 3x6 3x4 3x6 3x4 3x6 3x8 3x4 3x4 2x4 3x8 6x8 3x6 8-0-08-0-0 15-9-127-9-12 23-4-57-6-9 31-3-07-10-11 -1-10-8 1-10-8 8-0-0 8-0-0 15-8-3 7-8-3 23-4-5 7-8-3 31-3-0 7-10-11 1-10-105-8-155-10-105-8-156.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-0,0-1-15], [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.59 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >784 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 6-11, 6-8 REACTIONS. (size)8=Mechanical, 14=0-3-8, 11=0-3-8 Max Horz 14=165(LC 10) Max Uplift 8=-124(LC 7), 14=-118(LC 10), 11=-237(LC 7) Max Grav 8=620(LC 2), 14=712(LC 2), 11=1510(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-585/102, 3-4=-445/142, 2-14=-632/228 BOT CHORD 13-14=-254/203, 9-11=-104/499, 8-9=-104/499 WEBS 4-13=-121/645, 4-11=-812/262, 6-11=-745/113, 6-9=0/420, 6-8=-586/123, 2-13=0/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 15-8-2, Interior(1) 15-8-2 to 25-10-2, Exterior(2E) 25-10-2 to 31-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=124, 14=118, 11=237. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T06 Truss Type Half Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401527 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-z88eCkHWp1e4DN2PVBdy95fz68DgBzsCtLEleiysGv6 Scale = 1:56.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x8 3x6 2x4 3x4 3x6 3x4 3x6 3x4 3x4 3x4 3x4 3x4 5x8 3x6 10-0-010-0-0 15-9-125-9-12 24-0-58-2-9 31-3-07-2-11 -1-10-8 1-10-8 5-1-4 5-1-4 10-0-0 4-10-12 17-0-3 7-0-3 24-0-5 7-0-3 31-3-0 7-2-11 1-10-106-8-156-10-106-8-156.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.73 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.50 0.01 0.01 (loc) 14-15 14-15 9 14 l/defl >763 >378 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15: 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.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 4-12, 7-9 REACTIONS. (size)9=Mechanical, 12=0-3-8, 15=0-3-8 Max Horz 15=205(LC 10) Max Uplift 9=-126(LC 6), 12=-230(LC 7), 15=-102(LC 10) Max Grav 9=628(LC 26), 12=1544(LC 2), 15=709(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-418/74, 5-7=-425/85, 2-15=-299/212 BOT CHORD 14-15=-223/421, 12-14=-98/320, 9-10=-85/425 WEBS 4-14=-13/418, 4-12=-708/157, 5-12=-774/246, 5-10=-52/562, 7-9=-559/112, 3-15=-467/47 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 17-5-15, Interior(1) 17-5-15 to 25-10-2, Exterior(2E) 25-10-2 to 31-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=126, 12=230, 15=102. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T07 Truss Type Half Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401528 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-RKi0Q4I8aKmxrXdc3u8BiIC9fYaGwTnL5?zIA9ysGv5 Scale = 1:56.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 5x8 3x8 2x4 3x4 2x4 3x6 3x6 3x4 3x4 3x4 3x4 3x4 3x4 5x6 3x6 6-1-46-1-4 12-0-05-10-12 15-9-123-9-12 24-8-58-10-9 31-3-06-6-11 -1-10-8 1-10-8 6-1-4 6-1-4 12-0-0 5-10-12 18-4-3 6-4-3 24-8-5 6-4-3 31-3-0 6-6-11 1-10-107-8-157-10-107-8-156.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-2-8], [4:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.64 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.01 0.02 (loc) 10-12 10-12 9 14-15 l/defl >921 >581 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 WEBS 2x3 SPF No.2 *Except* 2-16: 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.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 4-12, 5-12, 6-9 REACTIONS. (size)9=Mechanical, 16=0-3-8, 12=0-3-8 Max Horz 16=245(LC 10) Max Uplift 9=-139(LC 6), 16=-105(LC 10), 12=-194(LC 7) Max Grav 9=620(LC 26), 16=677(LC 1), 12=1572(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/71, 5-6=-351/80, 2-16=-624/185 BOT CHORD 15-16=-277/157, 14-15=-225/453, 9-10=-80/351 WEBS 3-14=-440/174, 4-14=-67/371, 4-12=-659/193, 5-12=-708/198, 5-10=-3/449, 6-9=-527/120, 2-15=0/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 4-6-1, Exterior(2R) 4-6-1 to 19-5-15, Interior(1) 19-5-15 to 25-10-2, Exterior(2E) 25-10-2 to 31-1-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=139, 16=105, 12=194. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T08 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401529 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-vXGOdQJmLevnSgCodbfQFWkD4yy2ftAUKfjsjbysGv4 Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 8x8 5x8 3x6 3x6 4x6 3x6 6x6 5x8 2x4 3x4 3x6 5x8 4x6 3x4 3x6 4x6 6x8 3x6 7-5-47-5-4 12-3-04-9-12 19-10-47-7-4 27-6-127-8-8 35-2-07-7-4 43-2-08-0-0 -1-10-8 1-10-8 5-5-12 5-5-12 10-9-0 5-3-4 12-3-0 1-6-0 19-10-4 7-7-4 27-6-12 7-8-8 35-2-0 7-7-4 43-2-0 8-0-0 45-0-8 1-10-8 1-6-105-1-105-8-155-10-101-10-105-8-154.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15], [9:0-4-0,0-1-15], [10:0-3-8,Edge], [12:Edge,0-3-8], [13:0-2-8,0-2-0], [15:0-2-8,0-1-8], [18:0-2-8,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.48 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.04 0.12 (loc) 15-16 15-16 12 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 4-19, 8-16 REACTIONS. (size)19=0-3-8, 20=0-3-8, 12=0-3-8 Max Horz 20=130(LC 9) Max Uplift 19=-380(LC 6), 20=-196(LC 24), 12=-169(LC 6) Max Grav 19=2412(LC 2), 20=53(LC 7), 12=1573(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-141/948, 4-5=-750/292, 5-6=-2002/578, 6-8=-2000/576, 8-9=-2330/652, 9-10=-1944/499, 2-20=-267/250, 10-12=-1450/540 BOT CHORD 19-20=-650/236, 18-19=-50/376, 16-18=-97/700, 15-16=-336/2328, 13-15=-199/1659 WEBS 3-19=-484/206, 4-19=-2185/480, 4-18=-197/1147, 5-18=-880/260, 5-16=-348/1614, 6-16=-500/250, 8-16=-411/91, 8-15=-340/217, 9-15=-218/885, 3-20=-148/786, 10-13=-174/1530 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-9-0, Exterior(2R) 10-9-0 to 19-10-4, Interior(1) 19-10-4 to 27-6-12, Exterior(2R) 27-6-12 to 39-8-14, Exterior(2E) 39-8-14 to 45-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=380, 20=196, 12=169. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T09 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401530 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-NjqnrmKO6y1e4qn_AJAfnjHTlMACOG2eZJSPF1ysGv3 Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 6x6 5x8 3x6 3x8 5x8 3x6 3x8 2x4 2x4 3x8 3x8 3x6 3x4 5x8 6x6 3x4 5x6 3x6 10-9-010-9-0 20-2-129-5-12 26-9-06-6-4 33-2-06-5-0 43-2-010-0-0 -1-10-8 1-10-8 5-5-12 5-5-12 10-9-0 5-3-4 14-3-0 3-6-0 20-2-12 5-11-12 26-9-0 6-6-4 33-2-0 6-5-0 38-0-12 4-10-12 43-2-0 5-1-4 45-0-8 1-10-8 1-6-105-1-106-8-156-10-101-10-106-8-154.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 1.00 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.63 0.03 0.03 (loc) 19-20 19-20 13 19 l/defl >770 >380 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-20,11-13: 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.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-17 REACTIONS. (size)17=0-3-8, 20=0-3-8, 13=0-3-8 Max Horz 20=142(LC 9) Max Uplift 17=-299(LC 6), 20=-179(LC 6), 13=-152(LC 11) Max Grav 17=2325(LC 2), 20=766(LC 25), 13=936(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-607/166, 4-5=-619/246, 5-6=-14/620, 6-8=-15/619, 8-9=-670/308, 9-10=-801/295, 2-20=-304/246, 11-13=-301/284 BOT CHORD 19-20=-190/690, 16-17=-24/380, 14-16=-24/380, 13-14=-78/693 WEBS 3-19=-255/194, 4-19=-313/174, 5-19=-136/887, 5-17=-1045/242, 6-17=-399/212, 8-17=-1281/311, 8-16=0/279, 8-14=-85/457, 3-20=-679/208, 10-13=-801/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-9-0, Exterior(2R) 10-9-0 to 21-8-15, Interior(1) 21-8-15 to 25-8-1, Exterior(2R) 25-8-1 to 39-8-14, Exterior(2E) 39-8-14 to 45-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=299, 20=179, 13=152. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T10 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401531 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:20:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-rvO926K0tF9Vi_MBk0huKxpbLmXT7nFnnzCynTysGv2 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 6x6 5x8 5x6 3x6 5x8 3x6 3x4 3x6 3x8 3x6 3x4 3x4 6x8 3x4 6x6 3x16 MT18HS 10-9-010-9-0 20-2-129-5-12 31-2-010-11-4 37-0-125-10-12 43-2-06-1-4 -1-10-8 1-10-8 5-5-12 5-5-12 10-9-0 5-3-4 16-3-0 5-6-0 23-8-8 7-5-8 31-2-0 7-5-8 37-0-12 5-10-12 43-2-0 6-1-4 45-0-8 1-10-8 1-6-105-1-107-8-157-10-101-10-107-8-154.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15], [9:0-2-7,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.93 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.68 0.01 0.03 (loc) 13-15 17-18 11 17 l/defl >684 >356 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-13: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15 REACTIONS. (size)15=0-3-8, 18=0-3-8, 11=0-3-8 Max Horz 18=155(LC 9) Max Uplift 15=-222(LC 6), 18=-178(LC 6), 11=-169(LC 11) Max Grav 15=2424(LC 2), 18=730(LC 25), 11=906(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-518/161, 4-5=-548/274, 5-6=-2/667, 6-7=-522/305, 7-8=-648/284, 8-9=-885/295, 2-18=-307/247, 9-11=-835/392 BOT CHORD 17-18=-203/627, 12-13=-66/733 WEBS 3-17=-267/196, 4-17=-369/226, 5-17=-218/993, 5-15=-1041/316, 6-15=-1149/437, 6-13=-138/875, 8-13=-309/191, 3-18=-618/199, 9-12=-101/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-9-0, Exterior(2R) 10-9-0 to 38-7-15, Interior(1) 38-7-15 to 39-8-14, Exterior(2E) 39-8-14 to 45-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=222, 18=178, 11=169. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T11 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401532 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-J6yXGSLeeZHMJ8xNIkD7s8MmV9t_sCox0dxWJwysGv1 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 5x12 8x14 MT18HS 5x6 3x6 3x6 3x4 3x6 3x8 4x6 4x8 3x6 3x6 3x4 6x8 3x4 5x6 3x6 10-9-010-9-0 20-2-129-5-12 29-2-08-11-4 36-0-126-10-12 43-2-07-1-4 -1-10-8 1-10-8 5-5-12 5-5-12 10-9-0 5-3-4 18-3-0 7-6-0 23-8-8 5-5-8 29-2-0 5-5-8 36-0-12 6-10-12 43-2-0 7-1-4 45-0-8 1-10-8 1-6-105-1-108-8-158-10-101-10-108-8-154.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-10-10,Edge], [10:0-3-0,0-1-12], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.91 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.66 0.02 0.03 (loc) 18-19 18-19 12 13-14 l/defl >718 >364 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-16: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-16, 5-16, 6-16, 7-14, 8-14 REACTIONS. (size)16=0-3-8, 19=0-3-8, 12=0-3-8 Max Horz 19=168(LC 9) Max Uplift 16=-196(LC 10), 19=-177(LC 6), 12=-180(LC 11) Max Grav 16=2373(LC 2), 19=717(LC 25), 12=907(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-495/159, 4-5=-39/604, 5-6=0/602, 6-7=-385/288, 7-8=-514/257, 8-10=-903/276, 2-19=-313/252, 10-12=-829/378 BOT CHORD 18-19=-207/614, 16-18=-55/440, 13-14=-70/742 WEBS 4-18=0/465, 4-16=-965/260, 5-16=-622/224, 6-16=-1090/352, 6-14=-161/873, 8-14=-477/223, 3-19=-600/180, 10-13=-64/673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-9-0, Exterior(2R) 10-9-0 to 36-7-15, Interior(1) 36-7-15 to 39-8-14, Exterior(2E) 39-8-14 to 45-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=196, 19=177, 12=180. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T12 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401533 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-nIWvToMGPtPDxIWZsRkMPMvzgZCSbgy4FHh3sMysGv0 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 6x6 5x8 5x8 3x6 3x8 5x8 3x6 3x6 3x8 3x6 3x6 3x4 3x4 5x8 3x4 6x6 3x6 10-9-010-9-0 20-2-129-5-12 20-3-00-0-4 27-2-06-11-0 35-0-127-10-12 43-2-08-1-4 -1-10-8 1-10-8 5-5-12 5-5-12 10-9-0 5-3-4 15-6-0 4-9-0 20-3-0 4-9-0 27-2-0 6-11-0 35-0-12 7-10-12 43-2-0 8-1-4 45-0-8 1-10-8 1-6-105-1-109-8-159-10-101-10-109-8-154.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-15], [7:0-4-0,0-1-15], [10:0-3-0,0-1-12], [15:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.96 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.63 0.02 0.03 (loc) 18-19 18-19 12 13-15 l/defl >767 >379 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-16: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 8-15 REACTIONS. (size)16=0-3-8, 19=0-3-8, 12=0-3-8 Max Horz 19=180(LC 9) Max Uplift 16=-254(LC 10), 19=-174(LC 6), 12=-180(LC 11) Max Grav 16=2526(LC 2), 19=682(LC 25), 12=901(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-415/93, 4-5=-431/180, 5-6=-33/763, 6-7=0/633, 7-8=-362/211, 8-10=-895/240, 2-19=-303/245, 10-12=-805/359 BOT CHORD 18-19=-201/566, 16-18=-273/244, 13-15=-59/725 WEBS 3-18=-303/201, 4-18=-328/170, 5-18=-154/962, 5-16=-725/290, 6-16=-626/179, 7-16=-1223/289, 7-15=-62/680, 8-15=-661/254, 8-13=0/305, 3-19=-554/158, 10-13=-13/617 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 12-9-1, Exterior(2R) 12-9-1 to 34-7-15, Interior(1) 34-7-15 to 39-8-14, Exterior(2E) 39-8-14 to 45-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=254, 19=174, 12=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T13 Truss Type Common Qty 2 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401534 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-FU4Hg8NvAAX4ZS4mP9FbyZR6dzgHKIWEUxQdOoysGv? Scale = 1:35.0 1 2 3 6 5 4 7 8 6x8 4x8 6x8 3x4 3x4 3x8 7-9-87-9-8 15-7-07-9-8 7-9-8 7-9-8 15-7-0 7-9-8 1-10-105-9-61-10-106.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-3], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.48 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.00 0.01 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=-66(LC 11) Max Uplift 6=-73(LC 10), 4=-73(LC 11) Max Grav 6=612(LC 1), 4=612(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-643/225, 2-3=-643/225, 1-6=-543/230, 3-4=-543/230 WEBS 1-5=-29/368, 3-5=-29/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 10-1-10, Exterior(2E) 10-1-10 to 15-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T14 Truss Type Common Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401535 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-kgdguTNXxUfxAbfyzsmqUn_NGNxU3dfNibAAwFysGv_ Scale = 1:71.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 3x6 4x10 3x4 3x6 3x6 3x6 2x4 4x8 3x4 4x6 2x4 4x6 6-7-8 6-7-8 15-4-5 8-8-13 22-11-4 7-6-15 23-1-0 0-1-12 25-3-0 2-2-0 -1-10-8 1-10-8 6-7-8 6-7-8 13-0-8 6-5-0 19-5-8 6-5-0 25-3-0 5-9-8 1-10-1011-7-68-8-106.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [12:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.73 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.02 0.04 (loc) 9-10 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-10,6-9,7-8: 2x4 SPF No.2, 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing. WEBS 1 Row at midpt 3-10, 5-10, 6-9, 7-8, 7-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=333(LC 10) Max Uplift 13=-142(LC 10), 9=-203(LC 10) Max Grav 13=1079(LC 2), 9=1215(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/115, 3-5=-780/119, 5-6=-691/191, 2-13=-986/217 BOT CHORD 12-13=-363/191, 10-12=-346/991, 9-10=-65/256 WEBS 3-10=-402/162, 5-10=-378/236, 6-10=-214/881, 6-9=-896/255, 2-12=0/939 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 14-1-14, Exterior(2R) 14-1-14 to 19-9-10, Exterior(2E) 19-9-10 to 25-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=142, 9=203. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T15 Truss Type Half Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401536 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-CtB25pO9ionoolE8XaH31_XaVnQuoCnWxFvjRhysGuz Scale = 1:28.2 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x4 3x4 4-8-04-8-0 6-0-01-4-0 -1-10-8 1-10-8 4-8-0 4-8-0 6-0-0 1-4-0 1-10-104-1-14-2-103-9-90-3-84-1-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.15 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=167(LC 7) Max Uplift 7=-75(LC 10), 5=-69(LC 7) Max Grav 7=371(LC 1), 5=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-334/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 4-8-0, Exterior(2E) 4-8-0 to 5-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T16 Truss Type Common Qty 3 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401537 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-g3lQJ9PnT5vfQvpK5HoIZC3jDAjLXfigAvfH_7ysGuy Scale = 1:32.8 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 5x6 5x6 6-5-126-5-12 12-11-86-5-12 -1-10-8 1-10-8 6-5-12 6-5-12 12-11-8 6-5-12 14-10-0 1-10-8 1-9-105-0-81-9-106.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.32 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 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: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=111(LC 9) Max Uplift 8=-109(LC 10), 6=-109(LC 11) Max Grav 8=628(LC 1), 6=628(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/224, 3-4=-487/224, 2-8=-571/347, 4-6=-571/347 WEBS 2-7=0/285, 4-7=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 9-6-6, Exterior(2E) 9-6-6 to 14-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) 8=109, 6=109. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T17 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401538 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-8FJoWVQPEP1W23OXe_JX6Pcn3a?aGuwpOYOqWaysGux Scale = 1:46.9 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 6x10 5x8 6x8 3x4 2x4 3x4 8x10 2x4 2x4 3x4 6x8 10x10 4x8 8x8 8-0-08-0-0 9-9-01-9-0 13-9-04-0-0 17-5-03-8-0 25-5-08-0-0 -1-10-8 1-10-8 8-0-0 8-0-0 9-9-0 1-9-0 13-9-0 4-0-0 17-5-0 3-8-0 25-5-0 8-0-0 1-9-105-7-155-9-101-9-102-0-05-7-156.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-5-0,0-1-7], [6:0-4-0,0-1-15], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.58 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.14 0.09 (loc) 8-9 8-9 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 4-13,5-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-14 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,9-10. REACTIONS. (size)15=0-3-8, 8=Mechanical Max Horz 15=126(LC 7) Max Uplift 15=-135(LC 10), 8=-90(LC 11) Max Grav 15=1131(LC 1), 8=1000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1258/247, 3-4=-1885/352, 4-5=-1859/360, 5-6=-1849/359, 6-7=-1258/245, 2-15=-1058/320, 7-8=-925/212 BOT CHORD 11-12=-241/1911, 5-11=-279/126 WEBS 3-14=-1365/247, 12-14=-187/1692, 3-12=-244/1800, 9-11=-81/1176, 6-11=-196/1114, 6-9=-602/141, 2-14=-57/872, 7-9=-72/894 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 19-11-10, Exterior(2E) 19-11-10 to 25-3-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 8 except (jt=lb) 15=135. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss T18 Truss Type Hip Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401539 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-cStAkrR1_j9NfDzjCirmfd9?J_Hv?SuzdC8O20ysGuw Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 6x10 3x4 2x4 5x12 3x4 2x4 8x8 6x8 10x10 6x8 3x8 3x4 5x8 4x8 6x6 9-9-09-9-0 13-9-04-0-0 15-5-01-8-0 25-5-010-0-0 -1-10-8 1-10-8 5-1-4 5-1-4 10-0-0 4-10-12 13-9-0 3-9-0 15-5-0 1-8-0 20-3-12 4-10-12 25-5-0 5-1-4 1-9-106-7-156-9-101-9-102-0-06-7-156.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-1-7], [15: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.89 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.63 0.18 0.08 (loc) 15-16 15-16 10 13-14 l/defl >991 >479 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-15,6-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-11, 3-16, 8-10 REACTIONS. (size)16=0-3-8, 10=Mechanical Max Horz 16=113(LC 7) Max Uplift 16=-153(LC 10), 10=-108(LC 11) Max Grav 16=1131(LC 1), 10=1000(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1589/330, 4-5=-1449/356, 5-6=-1344/320, 6-7=-1515/339, 7-8=-1149/260, 2-16=-319/212 BOT CHORD 15-16=-179/948, 14-15=-114/851, 13-14=-159/1530, 10-11=-181/988 WEBS 3-15=-1166/259, 3-14=-181/1415, 11-13=-123/1645, 7-13=-210/1502, 7-11=-1085/160, 3-16=-1126/195, 8-10=-1165/250, 5-14=-94/344, 6-14=-346/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Exterior(2R) 3-5-2 to 19-11-10, Exterior(2E) 19-11-10 to 25-3-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=153, 10=108. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401540 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-4eRYxBRfl0HEHNYvmPM?BqhCBOjzks86sstxbSysGuv Scale = 1:30.6 1 2 3 6 5 4 7 8 9 10 11 12 4x6 5x10 MT18HS 5x10 MT18HS10x10 4x6 4x6 6-5-126-5-12 12-11-86-5-12 6-5-12 6-5-12 12-11-8 6-5-12 1-9-105-0-81-9-106.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-1-8], [4: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.46 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.00 0.05 (loc) 5-6 5-6 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-6,3-4: 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. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-95(LC 4) Max Uplift 6=-487(LC 8), 4=-487(LC 9) Max Grav 6=3941(LC 1), 4=3941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3556/486, 2-3=-3556/486, 1-6=-2371/347, 3-4=-2371/347 BOT CHORD 5-6=-140/446, 4-5=-103/446 WEBS 2-5=-304/2772, 1-5=-326/2733, 3-5=-326/2733 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 0-8-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 6=487, 4=487. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1068 lb down and 106 lb up at 0-8-12, 1063 lb down and 128 lb up at 2-8-12, 980 lb down and 143 lb up at 4-8-12, 1075 lb down and 147 lb up at 6-8-12, 980 lb down and 143 lb up at 8-2-12, and 980 lb down and 128 lb up at 10-2-12, and 984 lb down and 106 lb up at 12-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401540 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:08 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-4eRYxBRfl0HEHNYvmPM?BqhCBOjzks86sstxbSysGuv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-980(F) 7=-984(F) 8=-980(F) 9=-980(F) 10=-980(F) 11=-980(F) 12=-984(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG02 Truss Type Hip Girder Qty 2 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401541 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-01YJMtTwHeXxWgiItqOTGFncdBNGCnAPJAM2fLysGut Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819 4x6 4x6 3x8 4x6 6x8 2x4 6x8 3x8 4x6 3x8 4x6 6-0-06-0-0 12-8-86-8-8 19-5-06-8-8 25-5-06-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 12-8-8 6-8-8 19-5-0 6-8-8 25-5-0 6-0-0 27-3-8 1-10-8 1-9-104-7-154-9-101-9-104-7-156.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [6:0-2-15,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.53 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.03 0.11 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 242 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=104(LC 7) Max Uplift 13=-752(LC 8), 8=-771(LC 9) Max Grav 13=2116(LC 1), 8=2147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2742/1140, 3-4=-2359/1030, 4-5=-2406/1058, 5-6=-2795/1172, 2-13=-2078/788, 6-8=-2114/810 BOT CHORD 10-12=-1451/3458, 9-10=-1451/3458 WEBS 3-12=-410/907, 4-12=-1350/596, 4-10=-351/852, 4-9=-1294/562, 5-9=-425/931, 2-12=-987/2363, 6-9=-1018/2414 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 13=752, 8=771. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 445 lb down and 329 lb up at 6-0-0, 187 lb down and 121 lb up at 8-0-12, 187 lb down and 121 lb up at 10-0-12, 187 lb down and 121 lb up at 12-0-12, 187 lb down and 121 lb up at 14-0-12, 187 lb down and 121 lb up at 16-0-12, and 187 lb down and 121 lb up at 18-0-12, and 445 lb down and 329 lb up at 19-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG02 Truss Type Hip Girder Qty 2 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401541 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:10 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-01YJMtTwHeXxWgiItqOTGFncdBNGCnAPJAM2fLysGut LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-445 9=-445 14=-187 15=-187 16=-187 17=-187 18=-187 19=-187 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG03 Truss Type Half Hip Girder Qty 2 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401542 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-01YJMtTwHeXxWgiItqOTGFnaCBTLCsJPJAM2fLysGut Scale = 1:30.8 1 2 3 4 7 6 5 2x4 4x6 2x4 10x10 4x8 4x6 6-0-06-0-0 7-3-81-3-8 -1-10-8 1-10-8 6-0-0 6-0-0 7-3-8 1-3-8 1-10-104-10-106.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-5-8,0-2-0], [6:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.14 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=131(LC 8) Max Uplift 5=-355(LC 8), 7=-97(LC 8) Max Grav 5=646(LC 1), 7=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/61, 2-7=-411/118 WEBS 3-6=-271/473, 3-5=-630/325 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=355. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 334 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-447 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401543 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-zPg3nYUApFnfm_rh?FQxLgswy?5FgmvinUr9kDysGur Scale = 1:56.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8151617 4x6 3x6 3x4 4x6 2x4 4x6 3x8 3x6 3x6 2x4 3x8 3x6 4x6 6-0-06-0-0 15-9-129-9-12 22-7-116-9-15 31-3-08-7-5 -1-10-8 1-10-8 6-0-0 6-0-0 14-3-13 8-3-13 22-7-11 8-3-13 31-3-0 8-7-5 1-10-104-8-154-10-104-8-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.44 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.19 -0.00 (loc) 11-13 11-13 8 l/defl >999 >995 n/a L/d 240 240 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,6-8: 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (size)8=Mechanical, 14=0-3-8, 11=0-3-8 Max Horz 14=191(LC 5) Max Uplift 8=-156(LC 26), 14=-414(LC 8), 11=-778(LC 5) Max Grav 8=482(LC 22), 14=1134(LC 1), 11=2177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/571, 3-4=-1159/547, 4-6=-120/281, 2-14=-1185/488 BOT CHORD 9-11=-246/462, 8-9=-246/462 WEBS 3-13=-250/348, 4-13=-540/1200, 4-11=-1149/526, 6-11=-754/211, 6-8=-474/223, 2-13=-513/1185 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 8=156, 14=414, 11=778. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 445 lb down and 336 lb up at 6-0-0, 187 lb down and 123 lb up at 8-0-12, 187 lb down and 123 lb up at 10-0-12, and 187 lb down and 123 lb up at 12-0-12, and 187 lb down and 123 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401543 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:12 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-zPg3nYUApFnfm_rh?FQxLgswy?5FgmvinUr9kDysGur LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-187 13=-445 15=-187 16=-187 17=-187 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401544 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-vooqCEWQLs2N?I?36gTPR5xFUpoS8Yk?EoKFo6ysGup Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324252627282930313233 3x6 4x8 8x8 4x6 5x12 5x8 4x6 4x6 3x6 4x6 3x6 2x4 8x8 3x8 4x8 6x16 5x6 5x8 7-5-47-5-4 10-0-02-6-12 19-0-119-0-11 28-1-59-0-11 37-2-09-0-11 43-2-06-0-0 -1-10-8 1-10-8 5-1-12 5-1-12 10-0-0 4-10-4 16-9-8 6-9-8 23-7-0 6-9-8 30-4-8 6-9-8 37-2-0 6-9-8 43-2-0 6-0-0 45-0-8 1-10-8 1-6-104-8-154-10-101-10-104-8-154.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-1-4], [10:0-2-15,0-2-0], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.32 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.04 0.23 (loc) 15-16 15-16 12 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 443 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-12 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18 REACTIONS. (size)19=0-3-8, 20=0-3-8, 12=0-3-8 Max Horz 20=113(LC 28) Max Uplift 19=-2236(LC 4), 20=-1055(LC 22), 12=-1030(LC 4) Max Grav 19=5401(LC 1), 20=500(LC 5), 12=2733(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1086/2645, 4-5=-79/294, 5-6=-4229/1849, 6-8=-5381/2340, 8-9=-3160/1400, 9-10=-3648/1558, 10-12=-2732/1082 BOT CHORD 19-20=-2013/861, 16-18=-1392/3285, 15-16=-2110/5010, 13-15=-2101/5015 WEBS 3-19=-841/399, 4-19=-4563/1964, 4-18=-1224/2844, 5-18=-4229/1791, 5-16=-850/2053, 6-16=-1088/474, 6-15=-240/516, 8-15=-329/816, 8-13=-2237/958, 9-13=-580/1304, 3-20=-967/2201, 10-13=-1348/3215 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 19=2236, 20=1055, 12=1030. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Continued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401544 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:14 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-vooqCEWQLs2N?I?36gTPR5xFUpoS8Yk?EoKFo6ysGup NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down and 192 lb up at 6-0-12, 187 lb down and 89 lb up at 8-0-12, 187 lb down and 123 lb up at 10-0-12, 187 lb down and 123 lb up at 11-1-4, 187 lb down and 123 lb up at 13-1-4, 187 lb down and 123 lb up at 15-1-4, 187 lb down and 123 lb up at 17-1-4, 187 lb down and 123 lb up at 19-1-4, 187 lb down and 123 lb up at 21-1-4, 187 lb down and 123 lb up at 23-1-4, 187 lb down and 123 lb up at 25-1-4, 187 lb down and 123 lb up at 27-1-4, 187 lb down and 123 lb up at 29-1-4, 187 lb down and 123 lb up at 31-1-4, 187 lb down and 123 lb up at 33-1-4, and 187 lb down and 123 lb up at 35-1-4, and 445 lb down and 336 lb up at 37-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-9=-60, 9-10=-60, 10-11=-60, 12-20=-20 Concentrated Loads (lb) Vert: 18=-187 16=-187 13=-445 14=-187 21=-377(F) 22=-187 23=-187 24=-187 25=-187 26=-187 27=-187 28=-187 29=-187 30=-187 31=-187 32=-187 33=-187 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401545 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-rBwacwYhtUI5Eb9SE5VtWW1ajcRjcSNHi6pMt_ysGun Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12212223242526272829303132333435 6x6 5x8 5x6 3x6 3x6 5x10 MT18HS 3x6 8x8 10x10 5x8 4x6 4x8 3x6 4x6 4x6 4x8 4x6 2x4 4x8 5-6-45-6-4 10-9-05-2-12 20-2-129-5-12 25-4-05-1-4 34-1-48-9-4 43-2-09-0-12 5-6-4 5-6-4 10-9-0 5-2-12 16-5-0 5-8-0 22-1-0 5-8-0 25-4-0 3-3-0 31-2-3 5-10-3 37-0-5 5-10-3 43-2-0 6-1-11 45-0-8 1-10-8 1-6-105-1-1010-7-1510-9-101-10-1010-7-154.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-15], [19:0-3-8,0-4-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.46 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.00 0.12 (loc) 16-18 16-18 16 16-18 l/defl >999 >925 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 523 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-18,4-16,5-16,5-15,6-15,7-15: 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 (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size)20=0-3-8, 16=0-3-8, 12=0-3-8 Max Horz 20=175(LC 7) Max Uplift 20=-508(LC 4), 16=-1192(LC 8), 12=-517(LC 30) Max Grav 20=2332(LC 21), 16=5824(LC 2), 12=954(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3615/856, 2-3=-2052/463, 3-4=-2161/576, 4-5=-447/2279, 5-6=-328/1242, 6-7=-395/1415, 7-8=-892/898, 1-20=-1989/494, 10-12=-311/184 BOT CHORD 19-20=-198/335, 18-19=-880/3382, 16-18=-882/385, 15-16=-1559/549, 13-15=-964/586, 12-13=-635/769 WEBS 2-19=-252/1092, 2-18=-1718/513, 3-18=-590/239, 4-18=-1151/4601, 4-16=-2511/760, 5-16=-2481/428, 5-15=-263/1395, 6-15=-828/201, 7-15=-812/285, 7-13=-96/747, 8-13=-383/238, 1-19=-722/3183, 8-12=-873/793 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=508, 16=1192, 12=517. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401545 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:16 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-rBwacwYhtUI5Eb9SE5VtWW1ajcRjcSNHi6pMt_ysGun NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down at 0-6-12, 133 lb down at 2-6-12, 1126 lb down and 454 lb up at 4-7-8, 592 lb down and 93 lb up at 6-6-12, 592 lb down and 93 lb up at 8-6-12, 462 lb down and 176 lb up at 10-4-8, 585 lb down and 144 lb up at 12-3-12, and 582 lb down and 146 lb up at 14-3-12, and 570 lb down and 159 lb up at 16-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-10=-60, 10-11=-60, 12-20=-20 Concentrated Loads (lb) Vert: 21=-60(B) 22=-133(B) 23=-1126(B) 24=-592(B) 25=-592(B) 26=-462(B) 27=-539(B) 29=-549(B) 30=-541(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401546 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-JNUyqGYJenQyslkeoo062kZqV0r5L0CRwmZvPRysGum Scale = 1:31.7 1 2 3 4 8 7 6 59 5x8 4x6 2x4 2x4 3x4 3x8 3x8 3x8 6-0-06-0-0 9-7-03-7-0 15-7-06-0-0 6-0-0 6-0-0 9-7-0 3-7-0 15-7-0 6-0-0 1-10-104-8-154-10-101-10-104-8-156.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.20 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical Max Horz 8=49(LC 8) Max Uplift 8=-438(LC 8), 5=-434(LC 9) Max Grav 8=1153(LC 1), 5=1146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1451/614, 2-3=-1214/584, 3-4=-1442/608, 1-8=-1093/466, 4-5=-1087/462 BOT CHORD 6-7=-522/1222 WEBS 2-7=-213/355, 3-6=-233/400, 1-7=-507/1174, 4-6=-503/1166 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 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) 8=438, 5=434. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 445 lb down and 336 lb up at 6-0-0, and 187 lb down and 123 lb up at 7-6-4, and 445 lb down and 336 lb up at 9-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401546 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:17 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-JNUyqGYJenQyslkeoo062kZqV0r5L0CRwmZvPRysGum LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-445 6=-445 9=-187 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401547 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-nZ1K1cZxP5YpUvJqLWXLbx6_pQCF4WMa9QITxtysGul Scale = 1:23.6 1 2 3 4 7 6 58 5x6 2x4 4x6 2x4 3x4 3x4 3-4-03-4-0 6-0-02-8-0 -1-10-8 1-10-8 3-4-0 3-4-0 6-0-0 2-8-0 1-10-103-5-13-6-103-5-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.14 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=137(LC 5) Max Uplift 5=-172(LC 5), 7=-147(LC 8) Max Grav 5=397(LC 1), 7=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/107, 2-7=-463/163 WEBS 3-5=-314/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=172, 7=147. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 106 lb up at 3-4-0, and 187 lb down and 89 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-117 8=-187 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401548 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-GlbjFyaZAPgg53u1vD2a89eAlqZDpytkO420TJysGuk Scale: 3/8"=1' 1 2 3 4 5 6 10 9 8 7 4x6 5x8 2x4 2x4 4x8 4x6 3x6 3x6 6-0-06-0-0 6-11-80-11-8 12-11-86-0-0 -1-10-8 1-10-8 6-0-0 6-0-0 6-11-8 0-11-8 12-11-8 6-0-0 14-10-0 1-10-8 1-9-104-7-154-9-101-9-104-7-156.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.09 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 8 8 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=104(LC 28) Max Uplift 10=-417(LC 8), 7=-417(LC 9) Max Grav 10=1073(LC 1), 7=1073(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1145/528, 3-4=-941/499, 4-5=-1137/523, 2-10=-1009/439, 5-7=-1003/436 BOT CHORD 8-9=-376/934 WEBS 3-9=-224/395, 4-8=-165/284, 2-9=-395/895, 5-8=-389/883 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) 10=417, 7=417. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 445 lb down and 329 lb up at 6-0-0, and 445 lb down and 329 lb up at 6-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 LOT#1 SUNRISIE Job Reference (optional) I53401548 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:19 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-GlbjFyaZAPgg53u1vD2a89eAlqZDpytkO420TJysGuk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 9=-445 8=-445 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss V01 Truss Type Valley Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401549 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-ky95SHbBxioXjDSDTxZpgMBIgDuhYSEtckna0mysGuj Scale = 1:16.5 1 2 3 4 3x4 4x6 3x4 2x4 0-0-80-0-8 9-0-99-0-1 4-6-4 4-6-4 9-0-9 4-6-4 0-0-42-3-20-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-11-9, 3=8-11-9, 4=8-11-9 Max Horz 1=-34(LC 11) Max Uplift 1=-31(LC 10), 3=-36(LC 11), 4=-21(LC 10) Max Grav 1=144(LC 23), 3=144(LC 24), 4=339(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss V02 Truss Type Valley Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401550 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-ky95SHbBxioXjDSDTxZpgMBMsDrkYSxtckna0mysGuj Scale = 1:10.7 1 2 3 2x4 3x4 2x4 5-0-15-0-1 5-0-90-0-8 2-6-4 2-6-4 5-0-9 2-6-4 0-0-41-3-20-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-9, 3=4-11-9 Max Horz 1=16(LC 14) Max Uplift 1=-20(LC 10), 3=-20(LC 11) Max Grav 1=151(LC 1), 3=151(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss V03 Truss Type Valley Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401551 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-C8jTgdbph0wOLM1P1e52DZkLOd9FHvB1rOX7YCysGui Scale = 1:17.8 1 2 3 2x4 2x4 2x4 5-5-8 5-5-8 0-0-42-8-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.90 0.51 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-0, 3=5-5-0 Max Horz 1=95(LC 10) Max Uplift 1=-14(LC 10), 3=-61(LC 10) Max Grav 1=189(LC 1), 3=189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss V04 Truss Type Valley Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401552 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-C8jTgdbph0wOLM1P1e52DZkV8dElHvB1rOX7YCysGui Scale = 1:11.5 1 2 3 2x4 2x4 2x4 3-5-8 3-5-8 0-0-41-8-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-0, 3=3-5-0 Max Horz 1=55(LC 10) Max Uplift 1=-8(LC 10), 3=-35(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss V05 Truss Type Valley Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401553 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-gKHrtzcRSK2EyWccaLcHlnGXO1TJ0MRA42Gg4eysGuh Scale = 1:14.0 1 2 3 3x6 3x6 2x4 6-3-13 6-3-13 0-0-42-1-44.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-1, 3=6-3-1 Max Horz 1=71(LC 6) Max Uplift 1=-30(LC 6), 3=-54(LC 6) Max Grav 1=211(LC 1), 3=211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J22205377 Truss V06 Truss Type Valley Qty 1 Ply 1 LOT#1 SUNRISIE Job Reference (optional) I53401554 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Aug 1 08:21:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:vGWKzQpoZEuZLZaYRj2we9yBJOX-8XrD5Jd4DdA5agBo837WI_prdRw?lphJJi0Ec4ysGug Scale = 1:8.3 1 2 3 2x4 2x4 2x4 3-3-13 3-3-13 0-0-41-1-44.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-1, 3=3-3-1 Max Horz 1=31(LC 6) Max Uplift 1=-13(LC 6), 3=-23(LC 6) Max Grav 1=91(LC 1), 3=91(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 1,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths